SW8130906_HISTORICAL FILE_20130930

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 k30okOU
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
NtJ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ZU\3 dg30
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvarla, III, Secretary
September 30, 2013
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 25842
Subject: State Stormwater Management Permit No. SW8 130906
Parking Lot Addition to Building FC308
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for the Parking Lot Addition to Building FC308 on September 24, 2013. Staff review
of the plans and specifications has determined that the project, as proposed, will comply with
the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211.
We are forwarding Permit No. SW8 130906 dated September 30, 2013, for the construction,
operation and maintenance of the BMP's and built -upon areas associated with the subject
protect.
This permit shall be effective from the date of issuance until September 30, 2021, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
procedures for changes of ownership, transferring the permit, and renewing the permit. Failure
to establish an adequate system for operation and maintenance of the stormwater management
system, to transfer the permit, or to renew the permit will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory, hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson in the Wilmington Regional Office, at [phone].
Sincpfely,
57ft Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/ can: S:\WQS\Stormwater\Permits & Projects\2013\2013 HD\2013 09 permit 130906
cc: Joe Avolis, Avolis Engineering
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SWS 130906
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
MCB Camp Lejeune
Parking Lot Addition, Building FC308
H.M. Smith Blvd, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division and considered a part of this permit.
This permit shall be effective from the date of issuance until September 30, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.8 of this permit. The stormwater control has been designed
to handle the runoff from 19,784 square feet of impervious area.
A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
4. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
5. The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans. This permit does not provide any allocation of built -upon area for
future development.
6. 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.
7. The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 130906
The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, Acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervioul Surfaces, ft2:
Onsite, ft :
Offsite, ft2:
C. Design Storm, inches:
d. Average Pond Design Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSY
g. Permanent Pool Surface Areq, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
k. Controlling Orifice:
I. Orifice flowrate, cfs:
M. Permitted Forebay Volume, ft3:
n. Fountain Horsepower
o. Receiving Stream/River Basin:
P. Stream Index Number:
q. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
0.815
35,508
none
19,784
19,784
none
1.5
3.0
90%
19.0
3,675
3,280
19.7
0.02
1.0"0 pipe
0.01
1,452
N/A
Cogdel's Creek / White Oak
19-23
"Sc, NSW"
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.
During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system as
the permanent pool volume is less than 30,000 ft3.
6. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 130906
9. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
10. 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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
11. 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.
12. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
In the event that the facilities fail to perform satisfactorily, the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division at least 60 days prior to any one or more of the
following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 130906
The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
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.
The permit remains in force and effect until modified, revoked, terminated or renewed.
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.
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.
The permittee shall submit a permit renewal request 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 30`h day of September 2013.
CAROLINA VIRONMENTAL MANAGEMENT COMMISSION
A c t jbt'�Ce�ki
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 130906
Parking Lot Addition, Building FC308
Stormwater Permit No. SW8 130906
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)
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 specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 130906
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 structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
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 a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Page 7 of 7

'°DWQ USE ONLY
Date Received
Fee Paid
Permit Number
- /- 3
ODD,
° 53�T
Gv
Applicable Rules: ❑ Coastal SW -1 95
❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW
Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Parking Lot Addition, Building FC-308
2. Location of Project (street address):
City: MCB Camp Leieune County: Onslow Zip: 28547
3. Directions to project (from nearest major intersection):
Project is located at Building FC-308 400 feet northeast of the interestion of H.M. Smith Boulevard and Conner
Street along H.M. Smith Boulevard. Site is on eastern side of H.M. Smith Boulevard.
4. Latitude:34° 38' 53" N Longitude:77° 19' 52" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals vrith modifications also requires SWU-102 - Reneeaal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number—, its issue date (if known) and the status of construction: ❑Not Started
❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 1.5 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? NNo, ❑Yes
If yes, see S.L. 2012-200, Part Vl: http:Hportal.ncdenr.org/web/wq/ws/su/stat(EsW/rules,laws+r� n-"
t1v� li.. •,- 1
9 f� .i
SEr 11 2013
Form SWU-101 Version 06Aug2012 Page 1 of 6- _
BY:_

Ill. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Commanding Officer - MCB Camp Lejeune North Carolina
Signing Official & Title: Neal Paul, Deputy Public Works Director
b.Contact information for person listed in item la above:
Street Address:1005 Michael Road
City: Camp Lejeune State:NC Zip:28547
Mailing Address (if applicable):
City:
Phone: (910 ) 450-5803
Email:[e-mail]
State:
Fax: (910 ) 451-2927
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/'
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
Phone: ( )
State:
Fax: ( 1 -
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: David Towler, EI/Public Works
Signing Official & Title: Neal Paul, Deputy Public Works Director
b.Contact information for person listed in item 3a above:
Mailing Address:1005 Michael Road
City:Camp Lejeune State:NC Zip:28547
Phone: (910 ) 450-5803
Email:[e-mail]
4. Local jurisdiction for building permits:
Point of Contact:
Fax: (910 ) 451-2927
Phone #:
Form SWU-101 Version 06Aug2012 Page 2 of 6
a SEP 11 2013
V
GY:

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated in a wet detention pond sized for 90% TSS removal.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 0.82 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*:0.82 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nori-coastal wetlands landward of tlne NHW (or MHW) line nay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 55.7 %
9. How many drainage areas does the project have? 1 (For high densihl count I for each proposed engineered
stormwater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area
Drainage Area _
Drainage Area
Receiving Stream Name
Cogdel's Creek
Stream Class *
SC; NSW
Stream Index Number *
19-23
Total Drainage Area (sf)
35,508
On -site Drainage Area (so
35,508
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
1 19,784
% Impervious Area*" total
55.7
Impervious— Surface Area
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area
On -site Buildings/Lots (so
0
On -site Streets (so
0
On -site Parking (so
18,500
On -site Sidewalks (so
0
Other on -site (so
0
Future (so
0
Off -site (so
0
Existing BUA*** (so
1,284
Total (so:
19,784
Stream Class and Index Number call be determined at: Idtp:/(portal.nedenr.org/web/wq/ps/esu/classi6cations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parkiiig"areas,, „
sidewalks, gravel areas, etc. ���-- .y s `L_
t SEP 11 2013 { `i
Form SWU-101 Version 06Aug2012 Page 3 of 6
BY:

'Report only that anion tit of existing BUA that will remain after development. Do not report any existing BUA that
,6 is to be rentoved mtd which will be replaced by Witt BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Field Visit and Topographic Survey
Proiects in Union County: Contact DWQ Central Office staffto check if Ste project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklistsareavailablefromhttp://portal.ncdennorg/web/wg/ws/so/statesw/forms does. Thecomplete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdennorg/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hap://portal.ncdenr.org/web/wg/ws/su/statesw/forms does.
I itials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.orgLpages/onestopexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius the map.
'7. 'Sealed, signed
and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans. :. ,-,
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations. �''s=�tti-;i
o. Drainage areas delineated (included in the main set of plans, not as a separate document). _' t
7
p. Vegetated buffers (where required). � SEA' 11 2013
Form SWU-101 Version 06Aug2012 Page 4 of 6 6Y:

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify �''k
elevations in addition to de ths) as well as a m
g
A copy of the most current property deed. Deed book: Military Page No:
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hqp://www.secretarV.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wg/ws/su/statesw/forms does. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Joseph C. Avolis, PE
Consulting Firm: Avolis Engineering, PA
Mailing Address:P.O. Box 15564
City:New Bern State:NC Zip:28561
Phone: (252 ) 633-0068
Email:[e-mail]
Fax: (252 ) 633-6507
IX. PROPERTY OWNER AUTHORIZATION (if Con tact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item la) with (print or hjpe name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
SEt 1 1 2013
t,
BY:------,
Form SWU-101 Version 06Aug2012 Page 5 of 6

F 31
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 clays; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type natne of person listed in Contact Information, item la) Neal Paul
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable storm t r rules under 15 CAC 2Ii .1000 and any other applicable state stormwater requirements.
j� �
Signare: tu/y- Date: 0l I L
I, V V`V t V L\AQAQtirx Public for4he State of 1 , ' County of
V V !`h W rU do hereby certify that 1 V
before me this (A day of
a stormwater permit. Witness in; hand and official set
LLEY VANDECOEVERi
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
SEAL
My commission expires v V `WTI I /
personally appeared
application for
SEP 1 1 2g13
Form SWU-101 Version 06Aug2012
Page 6 of 6

—MEMORY TRANSMISSION REPORT
SE
FILE NO.
348
DATE
10.01 21:37
TO
:n 919104512927
DOCUMENT PAGES
8
START TIME
10.01 21:37
END TIME
10.01 21:39
PAGES SENT
8
STATUS
OK
TIME
FAX NO.1
NAME
`SUCCESSFUL TX NOTICE'
10-01-2013 21:39
sxaxo or ivorxe cgronQa
Dapv r[meo[ of Envleon ment vnd Nvtu rvl Rmou rcee
WIIm1nQ<on Reglonvl pfflcc
Yaf MCGYpry� Govvrnnr FAX COVER SHEET John SSRvnrm i!!, Pxcrc(ary
/� -_ � —/3
To:
W.. Pages (excl. coyer)o /
i(/E.4 L �.O✓L � 6L . � G,7 cn .c-/ice' s From:
O GFi "c FC_
Co: CA"m P LeT.r✓ .✓ E M c L3- Phone: [phone]-OJ04
Pax: 9io - fsi - 2 9 m 7
Pax: ($101350-2004
wS- /3oya�
127 CnrUin Cl Oe(va Extension- W ilminQion- NC 29403 � (910)')96-'1113 � M Egval Opp orNnify q(pnneave Aotion Cmyloye�

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor . FAX COVER SHEET John ESkvarla III, Secretary
Date: _ I — 3 No. Pages (excl. cover):
To: /UE� L PR�/L ,✓dL GJo Q�Gs From: Jo Casmer
OGGi c EG.
Co: CAm P LETEd "I G Phone: -[phone]
Fax: 9/� ` % Z 7 Fax: [phone]
Re: �l� G C: eo T ,4dd r o,J To CJui'G a i n 9G30 �f
'7sI/ihi /ssccci
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :10-01-2013 21:42
FAX NO.1
NAME
FILE NO.
349
DATE
10.01 21:38
TO
: n 912526336507
DOCUMENT PAGES
8
START TIME
10.01 21:40
END TIME
10.01 21:42
PAGES SENT
8
STATUS
OK
'SUCCESSFUL TX NOTICE—
Rfatn oT Nnrt6 CarNlnn
DepartmenC o(Envlronm not end Nafu rnl Roeourcee
WIIm InRlon Re610nn1 OMce
Ports GSvry, Gweroor PAX COVER 9IIEET ✓opn SSA�nrin ///, 6ec refary
Dnte: �� ^� ^� 3
To: �« �✓P Lim a
Co: �✓o G s E �
c�
No. Pagec (excel. covnr�:
From: to Ca�YiI'
Phone: (910)>96-9336
i 2'1 Cardinni rtrivo P_xtene�on. Wilmington. NC 29903 � (910)>V6->213 � M tipu ni OpporNnity ARfem ntivn nmlon 1 mploYer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John ESkvarla III, Secretary
Date:
To: ✓OE %moo La's
Co:
Fax: ZS Z— 6.33—GSO�
Re: 20 "4" ,'7 G o T
8' i3 0 91e9 G
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
.,Su.'La.-may
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

Page 1 of 1
Avolis Enaineerina. P.A.
From: "Nelson, Christine" <[e-mail]>
Date: Friday, September 20, 2013 10:21 AM
To: "Avolis Engineering, P.A." <[e-mail]>
Subject: RE: FC308 RE: Construct Parking Lots, Hadnot Point & French Creek
Either way works for me. Also, I will be e-mailing a request for additional information on the 313 project soon.
hope to wrap that one up today.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Avolis Engineering, P.A. [mailto:[e-mail]]
Sent: Friday, September 20, 2013 8:32 AM
To: Nelson, Christine
Subject: Re: FC308 RE: Construct Parking Lots, Hadnot Point & French Creek
Christine,
The orifice should be 1" 0 on the plans. I can send you a new plan sheet or bring it when I am down there
Tuesday morning.
Joe Avolis, PE /A I
avolisenoi Engineering,
PA argmail. com P
`
Avolis Engineering, PA
252.633.0068 '917
From: Nelson. Christine
Sent: Thursday, September 19, 2013 2:09 PM To: Avolis Engineering, P.A.,Subject: FC308 RE: Construct Parking Lots, Hadnot Point & French Creek Sl c0fl'e
Joe,
Can you please confirm the diameter of the orifice to be used for this project? The supplement and calculations
indicate a 1" orifice will be used but the outlet detail on plan sheet C-16 calls for a 1-1/4" orifice.
Thanks,
Christine
** Please note the new direct phone number **
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Main: 910-796-2512 / Fax: [phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law �C
and may be disclosed to third parties unless the content is exempt by statute or other regulation. E�+E1 G
SEP 2 4 2013
9/20/2013

Stormwater Calculations
Construct Parking Lots, Hadnot Point & French Creek,
Building FC-308
Marine Corps Base
Camp Lejeune, NC
Prepared by:
Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
[phone]
FAX [phone]
August 1, 2013
SEr 11 2013
BY:___

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Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cult)
Hydrograph
description
1
SCS Runoff
0.00
2
0
0
1
—
PRE-DEV
2
SCS Runoff
1.02
2
724
3,238
1
—
POST-DEV BEFORE PO
3
SCS Runoff
3.37
2
724
10,062
10
—
—
—
10-YR POST
4
Reservoir
0.02
2
1350
2,103
1
2
19.55
2,480
1-YR POST
5
Reservoir
0.84
2
748
8,509
10
3
19.91
4,454
10-YR POST
Proj. file: 130446LDGFC308.G
OF file: NEW BERN.IDF
Run date: 07-31-2013
I SEP 11 2013
EY:

Hydrograph Report
Page 1
Hyd. No. 4
1-YR POST
Hydrograph type = Reservoir
Storm frequency = 1 yrs
Inflow hyd. No. = 2
Max. Elevation = 19.55 ft
Stotage IndlW00n method used.
Hydrograph Discharge Table
Peak discharge
Time interval
Reservoir name
Max. Storage
English
= 0.02 cfs
= 2 min
= FC-308
= 2,480 cult
Total Volume = 2,103 cult
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
720
0.67
19.08
4.56
0.00 - - -
- - - 0.00
750
0.25
19.31
11.74
0.01 - - -
- - - 0.01
780
0.12
19.37
13.69
0.02 - - -
- - - 0.02
810
0.10
19.41
15.11
0.02 -- -- --
-- --- -- 0.02
840
0.08
19.44
16.68
0.02 - - -
- -- -- 0.02
870
0.07
19.46
17.73
0.02 - - -
- - - 0.02
900
0.06
19.48
18.45
0.02 - - -
- - - 0.02
930
0.05
19.50
19.04
0.02 - - -
- - - 0.02
960
0.05
19.51
19.40
0.02 - - -
- - -- 0.02
990
0.04
19.52
19.68
0.02 -- - -
-- -- -- 0.02
1020
0.04
19.53
19.92
0.02 - - -
- - --- 0.02
1050
0.03
19.53
20.10
0.02 - - -
- -- - 0.02
1080
0.03
19.54
20.24
0.02 - - -
- - - 0.02
1110
0.03
19.54
20.35
0.02 - - -
- - - 0.02
1140
0.03
19.54
20.44
0.02 -- - -
- - - 0.02
1170
0.02
19.54
20.51
0.02 -- - --
- -- -- 0.02
1200
0.02
19.55
20.58
0.02 - - --
-- - - 0.02
1230
0.02
19.55
20.62
0.02 - - -
- - - 0.02
1260
0.02
19.55
20.66
0.02 - - -
- - - 0.02
1290
0.02
19.55
20.67
0.02 - - -
- -- - 0.02
1320
0.02
19.55
20.68
or02 - - ---
-- - - 0.02
1350
0.02
19.55 <<
20.71
0.02 -- - --
-- - - 0.02 <<
1380
0.02
19.55
20.71
0.02 - - -
- - - 0.02
1410
0.02
19.55
20.69
0.02 - - -
- - - 0.02
1440
0.02
19.55
20.66
0.02 - - -
- - - 0.02
1470
0.00
19.54
20.48
0.02 -- - --
-- -- - 0.02
1500
0.00
19.54
20.27
0.02 -- -- --
- - - 0.02
1530
0.00
19.53
20.06
0.02 - - -
- - -- 0.02
1560
0.00
19.52
19.86
0.02 - - -
- - - 0.02
1590
0.00
19.52
19.66
0.02 - - -
- - - 0.02
1620
0.00
19.51
19.45
0.02 - - -
- - - 0.02
1650
0.00
19.51
19.25
0.02 - - --
-- - - 0.02
1680
0.00
19.50
19.05
0.02 -- - -
- -- - 0.02
1710
0.00
19.49
18.80
0.02 - - -
-- - - 0.02
1740
0.00
19.49
18.56
0.02 - - -
- - - 0.02
1770
0.00
19.48
18.31
0.02 - - -
- - - 0.02
Continues on next page...
it
SEP 11 2013 i p
BY:

1-YR POST Page 2
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
1800
0.00
19.47
18.07
0.02 -- -- - - - --
0.02
1830
0.00
19.46
17.83
0.02 - - - - -- --
0.02
1860
0.00
19.46
17.59
0.02 - - - - - -
0.02
1890
0.00
19.45
17.35
0.02 - - - - - -
0.02
1920
0.00
19.44
17.01
0.02 - - - - - -
0.02
1950
0.00
19.44
16.65
0.02 - - - - - -
0.02
1980
0.00
19.43
16.30
0.02 --- --- -- - - - -
0.02
2010
0.00
19.42
15.95
0.02 - - -- - - -
0.02
2040
0.00
19.42
15.61
0.02 - - - - - -
0.02
2070
0.00
19.41
15.27
0.02 - - - -- --- -
0.02
2100
0.00
19.40
14.93
0.02 - - - - - -
0.02
2130
0.00
19.40
14.63
0.02 - - - - - -
0.02
2160
0.00
19.39
14.40
0.02 --- -- - -- - ---
0.02
2190
0.00
19.39
14.19
0.02 -- - - - - -
0.02
2220
0.00
19.38
13.97
0.02 - - - - - -
0.02
2250
0.00
19.37
13.76
0.02 -- - -- - - --
0.02
2280
0.00
19.37
13.54
0.01 - - -- - -- -
0.01
2310
0.00
19.36
13.33
0.01 - - - - - -
0.01
2340
0.00
19.35
13.12
0.01 --- --- --- - ---- ---
0.01
2370
0.00
19.35
12.92
0.01 - - - - - -
0.01
2400
0.00
19.34
12.72
0.01 - - - - - -
0.01
2430
0.00
19.34
12.52
0.01 - - -- - - -
0.01
2460
0.00
19.33
12.33
0.01 - - - - - -
0.01
2490
0.00
19.33
12.13
0.01 - - - - - -
0.01
2520
0.00
19.32
11.94
0.01 -- -- --- --- -- ---
0.01
2550
0.00
19.31
11.75
0.01 - - - - - -
0.01
2580
0.00
19.31
11.56
0.01 - - - - - -
0.01
2610
0.00
19.30
11.38
0.01 - - - - - -
0.01
2640
0.00
19.30
11.20
0.01 - - -- - - -
0.01
2670
0.00
19.29
11.02
0.01 - - - - - -
0.01
2700
0.00
19.29
10.85
0.01 -- -- -- -- - -
0.01
2730
0.00
19.28
10.68
0.01 - - - - - -
0.01
2760
0.00
19.28
10.51
0.01 - - - - -- -
0.01
2790
0.00
19.27
10.34
0.01 - - - - -- -
0.01
2820
0.00
19.27
10.17
0.01 - - - - - -
0.01
2850
0.00
19.26
10.01
0.01 - - - - - -
0.01
2880
0.00
19.26
9.85
0.01 -- --- - -- --- --
0.01
End
L SEP i' 2013
BY:

Reservoir Report Pegs,
English
Reservoir No. 1 - FC-308
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation
Contour area
Incr. Storage
Total storage
ft ft
sgft
cult
cuft
0.00 19.00
3,675
0
0
0.50 19.50
5,175
2,213
2,213
1.00 20.00
5,664
2,710
4,922
2.00 21.00
6,696
6,180
11,102
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
ID]
[A]
[B]
[C]
[D]
Rise in
= 15.0
1.0
0.0
0.0
Crest Len ft
= 2.0
0.0
0.0
0.0
Span in
= 15.0
1.0
0.0
0.0
Crest El. ft
= 19.65
0.00
0.00
0.00
No. Barrels
= 11
1
0
0
Weir Coeff.
= 3.00
0.00
0.00
0.00
Invert El. ft
= 18.80
19.00
0.00
0.00
Eqn. Exp.
= 1.50
0.00
0.00
0.00
Length ft
= 40.0
0.1
0.0
0.0
Multi -Stage
= No
No
No
No
Slope %
= 0.50
0.50
0.00
0.00
N-Value
= .013
.013
.000
.000
Drift. Coeff.
= 0.60
0.60
0.00
0.00
Multistage
= -
Yes
No
No
Tailwater Elevation =
0.00 ft
Note: All oufflows have Even analned weer inlet and outlet Control.
Stage / Storage I Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft
cuft
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs
cfs
0.00
0
19.00
2.13
0.00 -
- 0.00 - - -
0.00
0.50
2,213
19.50
19.05
0.02 -
- 0.00 - - -
0.02
1.00
4,922
20.00
31.66
0.03 ---
- 1.24 -- -- -
1.27
2.00
11,102
21.00
74.66
0.04 -
- 9.41 - - -
9.45
»...
i -
5EP
11 2013
BY:

Hydrograph Report Page 1
Hyd. No. 5
10-YR POST
Hydrograph type
Storm frequency
Inflow hyd. No.
Max. Elevation
Storage Indiaeeon method used.
= Reservoir
= 10 yrs
= 3
= 19.91 ft
Hydrograph Discharge Table
Peak discharge
Time interval
Reservoir name
Max. Storage
English
= 0.84 cfs
= 2 min
= FC-308
= 4,454 tuft
Total Volume = 8,609 cult
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
690
0.24
19.16
6.96
0.01 -
- - - -
- 0.01
720
2.41
19.49
18.69
0.02 ---
--- --- --- --
-- 0.02
750
0.68
19.91
30.52
0.02 -
- 0.80 - -
- 0.83
780
0.32
19.84
29.21
0.02 -
- 0.48 - --
- 0.50
810
0.26
19.79
27.99
0.02 -
- 0.32 - -
- 0.35
840
0.21
19.77
27.20
0.02 -
-- 0.25 - --
-- 0.27
870
0.19
19.75
26.69
0.02 --
- 0.20 - -
- 0.22
900
0.16
19.74
26.39
0.02 --
-- 0.17 - -
- 0.19
930
0.14
19.73
26.13
0.02 -
- 0.15 - -
- 0.17
960
0.11
19.72
25.88
0.02 -
- 0.12 - -
- 0.14
990
0.10
19.71
25.67
0.02 -
- 0.10 - -
- 0.12
1020
0.09
19.71
25.51
0.02 --
--- 0.09 -- --
-- 0.11
1050
0.08
19.70
25.38
0.02 -
- 0.07 - -
- 0.10
1080
0.07
19.70
25.25
0.02 -
- 0.06 - -
- 0.09
1110
0.07
19.69
25.12
0.02 -
- 0.06 - -
- 0.08
1140
0.06
19.69
25.01
0.02 -
- 0.05 - --
- 0.07
1170
0.06
19.69
24.92
0.02 --
-- 0.05 -- --
- 0.07
1200
0.06
19.68
24.83
0.02 -
- 0.05 - ---
-- 0.07
1230
0.05
19.68
24.76
0.02 -
- 0.04 - -
- 0.06
1260
0.05
19.68
24.68
0.02 -
- 0.04 - -
- 0.06
1290
0.05
19.68
24.61
0.02 -
- 0.03 - -
- 0.06
1320
0.04
19.67
24.54
0.02 -
-- 0.03 - --
- 0.05
1350
0.05
19.67
24.54
0.02 --
--- 0.03 ---- ----
-- 0.05
1380
0.04
19.67
24.48
0.02 -
-- 0.03 - --
-- 0.05
1410
0.04
19.67
24.42
0.02 -
- 0.03 - -
- 0.05
1440
0.04
19.67
24.37
0.02 -
- 0.02 - -
-- 0.04
1470
0.00
19.66
24.06
0.02 -
- 0.01 - -
- 0.03
1500
0.00
19.65
23.84
0.02 -
--- --- -- --
-- 0.02
1530
0.00
19.64
23.63
0.02 -
-- - -- --
- 0.02
1560
0.00
19.64
23.42
0.02 -
- - - -
- 0.02
1590
0.00
19.63
23.22
0.02 -
- - - -
- 0.02
1620
0.00
19.62
23.02
0.02 -
- -- -- -
-- 0.02
1650
0.00
19.62
22.81
0.02 --
- - -
- - 0.02
1680
0.00
19.61
22.61
0.02 -
- - --
- -- 0.02
1710
0.00
19.60
22.41
0.02 -
- - - -
- 0.02
1740
0.00
19.60
22.21
0.02 -
- - - -
- 0.02
Continues on next page...
�Smu'
SEP 11 2013
6Y: ;J

10-YR POST Page 2
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
1770
0.00
19.59
22.00
0.02 - -- - -- - -
0.02
1800
0.00
19.58
21.79
0.02 - - - - - -
0.02
1830
0.00
19.58
21.58
0.02 -- -- --- -- - -
0.02
1860
0.00
19.57
21.38
0.02 - - - - - -
0.02
1890
0.00
19.56
21.17
0.02 - - - - - -
0.02
1920
0.00
19.56
20.97
0.02 - -- - - - -
0.02
1950
0.00
19.55
20.77
0.02 - - - - - -
0.02
1980
0.00
19.54
20.56
0.02 - -- -- - - -
0.02
2010
0.00
19.54
20.35
0.02 - - - - - -- -
0.02
2040
0.00
19.53
20.15
0.02 - - - - - -
0.02
2070
0.00
19.53
19.94
0.02 -- --- -- - - --
0.02
2100
0.00
19.52
19.74
0.02 - - - - - -
0.02
2130
0.00
19.51
19.53
0.02 - - - - - -
0.02
2160
0.00
19.51
19.33
0.02 --- -- -- -- -- -
0.02
2190
0.00
19.50
19.13
0.02 - - - - - -
0.02
2220
0.00
19.50
18.90
0.02 - - - - - -
0.02
2250
0.00
19.49
18.66
0.02 - - --- - - --
0.02
2280
0.00
19.48
18.41
0.02 - - - - - -
0.02
2310
0.00
19.47
18.17
0.02 - - - - - -
0.02
2340
0.00
19.47
17.92
0.02 -- -- -- -- - -
0.02
2370
0.00
19.46
17.68
0.02 - - - - - -
0.02
2400
0.00
19.45
17.44
0.02 - - - - - -
0.02
2430
0.00
19.45
17.15
0.02 - - - - - -
0.02
2460
0.00
19.44
16.79
0.02 - - - - - -
0.02
2490
0.00
19.43
16.44
0.02 -- --- -- --- --- --
0.02
2520
0.00
19.43
16.09
0.02 - - - - - -
0.02
2550
0.00
19.42
15.75
0.02 - - - - - -
0.02
2580
0.00
19.41
15.40
0.02 - - - - - -
0.02
2610
0.00
19.41
15.06
0.02 - - - - - -
0.02
2640
0.00
19.40
14.72
0.02 - - - - - -
0.02
2670
0.00
19.39
14.49
0.02 - - - - -- -
0.02
2700
0.00
19.39
14.27
0.02 - - - - - -
0.02
2730
0.00
19.38
14.06
0.02 -- - -- -- - --
0.02
2760
0.00
19.38
13.84
0.02 - - - - - -
0.02
2790
0.00
19.37
13.63
0.02 - - - - - -
0.02
2820
0.00
19.36
13.42
0.01 - -- -- - -- --
0.01
2850
0.00
19.36
13.21
0.01 - - -- - - -
0.01
2880
0.00
19.35
13.00
0.01 - - - - -- -
0.01
End
r
6 SEP 11 2013
EY:

Reservoir Report
Page t
Reservoir No. 1 - FC-308
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation
Contour area
Incr. Storage
Total storage
ft ft
sgft
cuft
cuft
0.00 19.00
3,675
0
0
0.50 19.50
5,175
2,213
2,213
1.00 20.00
5,664
2,710
4,922
2.00 21.00
6,696
6,180
11,102
English
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[D]
[A]
[B]
[C]
[D]
Rise in
= 15.0
1.0
0.0
0.0
Crest Len ft = 2.0
0.0
0.0
0.0
Span in
= 15.0
1.0
0.0
0.0
Crest El. ft = 19.65
0.00
0.00
0.00
No. Barrels
= 11
1
0
0
Weir Coeff. = 3.00
0.00
0.00
0.00
Invert El. ft
= 18.80
19.00
0.00
0.00
Eqn. Exp. = 1.50
0.00
0.00
0.00
Length ft
= 40.0
0.1
0.0
0.0
Multistage = No
No
No
No
Slope %
= 0.50
0.50
0.00
0.00
N-Value
= .013
.013
.000
.000
Orif. Coeff.
= 0.60
0.60
0.00
0.00
Multistage
= -
Yes
No
No
Tailwater Elevation =
0.00 ft
Note: All outflows have been analyzetl under inlet and outlet control.
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft
cuft
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs
cfs
0.00
0
19.00
2.13
0.00 -
--- 0.00 - - -
0.00
0.50
2,213
19.50
19.05
0.02 -
- 0.00 --- -- -
0.02
1.00
4,922
20.00
31.66
0.03 -
-- 1.24 - - --
1.27
2.00
11,102
21.00
74.66
0.04 -
- 9.41 - - -
9.45
I
5EP 11 2013
EY:

�l 4 V I/�IIF/ n OMF.n1T �F_�D?- R AW
2 - SCS Runoff -1 Yr - Qp = 1.02 cfs
1.5
1.
Ci
0.5
0.0
0 5 10 15 20 25
Time (hrs)
® Hyd. 2
5EP 11 2013 .;
BY: � l

o — LW� Pas r 'DE e-nam etir 6Ecow FLbu) -rtjn P(j,3
3-SCS Runoff - 10 Yr - Qp = 3.37 cfs
4-
3-
4
0 2
CY
1
0
0 5 10 15 20 25
Time (hrs)
® Hyd. 3
SEP 11 2013
EY:
V,

�- �? �o�r- e—DejemPme/jr Apmg FLo
4 - Reservoir -1 Yr - Qp = 0.02 cfs
1.
1.
C�
0.5
0.0
0 10 20 30 40 50
Time (hrs)
/ Hyd. 2 ® Hyd. 4
r-,
5EP 11 2013
By .______';

3- ��, �bs-r DgueLbgMEt,)r A-fl-r� CL6� -OQ(j4
5- Reservoir -10Yr-Qp=0.84cfs
4
3-
2-
0
0 10 20 30 40 50
Time (hrs)
/ Hyd. 3 ® Hyd. 5
u 6 SEP 11 2013
EY:

E11CFA9\ ECS YllYl6f L1NAS, LLP 'Settirtgthe a'4i}:}[Pp`}/{'jRli '. iy. ;'J •.
Geotachnicat • CcnstNe'u;rj ienviroorn-^tal • i"r.•i 4iha5
August 21, 2013
Mr. Kevin Avolis, P.E.
Avolis Engineering, PA
P.O. Box 15564
New Bern, North Carolina 28583
Reference: Report of Seasonal High Water Table Estimation
FC-308 and Buildings 313 and 1747
Camp Lejeune, Onslow County, North Carolina
ECS Project No. 22,19323
Dear Mr. Avolis
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Table
(SHWT) for the proposed stormwater best management practice (BMP) areas for three parking
lots; FC-308, Building 313, and Building 1747 located on Camp Lejeune, Onslow County, North
Carolina. This letter, with attachments, is the report of our estimation.
Field Testing
On August 19, 2013, ECS conducted an exploration of the subsurface soil and groundwater
conditions at three requested locations shown on the attached Boring Location Plans (Figures
1,2, and 3). The purpose of this exploration was to estimate the SHWT of the in place soils for
the design of for the proposed stormwater BMP areas. ECS met with Mr. Kevin Avolis with
Avolis Engineering in order to locate the borings. ECS explored the subsurface soil and
groundwater conditions by advancing one hand auger boring into the existing ground surface at
the requested boring locations. ECS visually classified the subsurface 'soils and obtained
representative samples of each soil type encountered. ECS recorded the SHWT and
groundwater level observed at the time of each hand auger boring. The attached SHWT sheet
provides a summary of the subsurface conditions encountered at each hand auger boring
location.
The groundwater level and the SHWT were estimated at each boring location below the existing
grade elevation. Below is a summary of each boring location.
Location
SHWT
1 FC-308
48 inches
2(Building 1747
30 inches
3(Building 313
24 inches
The SHWT may vary within the proposed site due to changes in subsurface
elevation.
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Report of SHWT Estimation
FC-308, Buildings 313 and 1747
Camp Lejeune, Onslow County, North Carolina
ECS Project No. 22.19323
August 21, 2013
Closure
The activities and evaluative approaches used in this assessment are consistent with those
normally employed in assessments of this type. Our testing of site conditions has been based on
our understanding of the project information and the data obtained during our field activities.
ECS appreciates the opportunity to provide our services to you on this project If you have any
questions concerning this report or this project, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
K. Brooks Wall
Project Geologist
Attachments: Boring Location Plans
SHWT sheet
Kris J. Stamm
Principal
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SEP 1
2013

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FC-308
Camp Leleune, NC
ECS Project # 19323
August 19, 2013
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APPROXIMATE BORING LOCATION
1
FC308
SOIL BOPoNG MAP
Figure 1 — Boring Location Plan
Not to Scale
Provided by: Avolis Engineering,
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SOIL BORING MAP
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0 APPROXIMATE BORING LOCATION
Building 1747
Figure 2 — Boring Location Plan
-
Camp Lejeune, NC
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Not to Scale
ECS Project # 19323
August 19, 2013
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Provided by: Avolls Engineering.
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Building 313
Camp Lejeune, NC
ECS Project 9 19323
August 19, 2013
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APPROXIMATE BORING LOCATION
Figure 3 — Boring Location Plan
Not to Scale
Provided by: Avolis Engineering,
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SEP 1 12013
By:�

Season High Water Table Estimation
FC-308 and Buildings 313 and 1747
Camp Lejeune, Onslow Co., North Carolina
ECS Project No. 22.19323
August 19, 2013
Location Depth
1 (FC-308) 0-6"
6"-14"
14"-48"
48"-60"
Soil Description
Gray silty SAND
Tan/gray/orange fine SAND w silt
Tan/orange clayey SAND
Gray sandy CLAY
Seasonal High Water Table was estimated to be at 48 inches below the
existing grade elevation.
- -Location Depth
2 0-3"
(Building 1747) 3"-18"
18"-30"
30"-60"
Soil Description
Gray silty SAND
Tan/gray/orange silty SAND
Orange/gray silty SAND
Dark gray silty SAND
Seasonal High Water Table was estimated to be at 30 inches below the
existing grade elevation.
Location Depth
3 0-4"
(Building 313) 4"-36"
Soil Description
Brown silty SAND
Tan fine to med. SAND
Seasonal High Water Table was estimated to be at 24 inches below the
existing grade elevation.
C SEP 11 2013
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BY:_

v
Stormwater Management Narrative
Construct Parking Lots, Hadnot Point and French Creek
MCB Camp Lejeune, NC
Building FC-308
This project proposes to construct a new asphalt paved parking area in an area currently
existing as woodlands. The parking area will be an extension of an existing parking lot
that existed before the Coastal Stormwater Regulations. The site is located in an older
area of the base with no surrounding stormwater boundaries. The runoff from the
existing impervious areas around the site will be diverted around the drainage basin for
the new parking area with the exception of 1,284 SF of existing jogging trail being
relocated. The project will create 19,784 SF (0.425 Ac.) of grassed area into asphalt
parking area.
The drainage boundary established for this project is 35,508 SF in size. The BUA
consists of 19,784 SF of new parking area and 1,284 SF of existing BUA. The project
built -upon area percentage is 55.7.
Stormwater treatment will be by a wet pond sized for 90% TSS. The SA/DA ratio is
6.4%. The pond average depth is 3.0 feet and it is sized to contain and drawdown the
runoff volumes associated with both the 1.5 and 2.0 inch storms. The minimum required
pond surface area is 2,273 SF compared to the 3,675 SF provided.
The work area does not impact any wetlands
The site drains to Cogdel's Creek which is classified as SC;NSW (Index #19-23). All
work is located greater than fifty feet from surface waters.
1.5 acres of the site will be disturbed by this project in order to construct the parking area.
The sedimentation and erosion control plan is being concurrently submitted.
The soils on the site are classified as Baymeade by the Onslow County Soil Survey.
Baymeade is described as a loamy sand at the depths to be disturbed by this project.
The property is owned by the Federal Government. There are not any known historic
sites on the property.
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3-0 YmpoOuade Copyright 0 1999 DeLormO Yarmouth, 6D: 08096 Sauce Data: OSSS 1000,£b^Scale:—lt:-85,000•; Detail: 13-0 Datum: 86S81
.;, .�.9 ,, .,L:Z,; g�DG. FC-308
SEEP 1 1 2013 r `'

1 ,11 1, 1I i Y J 1 t. I 1 I I

Fa DEN Use ONLY
} AMA
North Carolina Department of Environment and Review : GT3 000H
Natural Resources submit: - 5 —PT 5
NCDENR Request for Express Permit Review T" 1e — . 3%
Conflrm: 5-2
FILL-IN all the information below and CHECK the Permit(s) you 'are requesting for express review. FAX or Email the completed form to
Coordinator along with a completed DETAILED narrative site plan (PDF role) and vicinity map (same items expected in the application I
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;alison.davidson(o)ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203, david.100()mcmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan ((Dncmail net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(rilncmail net
• Wilmington Region -Janet Russell 910-350.2004 orLnet.russey-r cmail net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of request
SW
SW
SW
SW
SW
v6Lt - t
Prolect Name: FY13 CONSTRUCT PARKING LOTS HADNOT PT & FRENCH CRK (FC308� County: ONSLOW
Applicant: COMMANDING OFFICER Company: MCB CAMP LEJEUNE
Address: 1005 MICHAEL ROAD City: CAMP LEJEUNE, State: NC Zip: 28547-_
Phone: [phone], Fax: [phone] Email: [e-mail]
Physical LocationAW. SMITH BOULEVARD
Project Drains into COGDEL'S CREEK waters— Water classification SC: NSW (for classification see-http://h20.enr.state nc us/bims/repgrts/reportsWB.himl)
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: JOSEPH C. AVOLIS RE, Company: AVOLIS ENGINEERING P A - , ra•-- f1 /^ f�^
Address: P.O. BOX 15564 City: NEW BERN, Stale: NC Zip: 28560-_ 7
Phone: [phone], Fax: [phone], Email: [e-mail] n
(
SECTION ONE: REQUESTING A SCOPING MEETING ONLY AUG 2 2 2013
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING GY:
401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear fl 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 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit in
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges &Culverts ❑Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 15 acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both stoning and express_meeting request)
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
!iv!}!i!Y}si}liiYRnpry.iiin}y,iry.Y... 1.SR}};L19}} For DE\ R ll$r Un VhY!}}i}Yy}i Wiry{ V}4}i}}i}}}}}}4M}}yi4ryrtpii4Rnw}it Y}S!i}i M}}9i
Fee Split for multiole permits: ICherta r
SUBMITTAL DATES
Fee
e. rra n,nuunr a
SUBMITTAL DATES
IFae
CAMA
$
Variance (❑ Mal: ❑ Min)
$
SW ( HD, LD, ❑ Gen)
$
401:
Los
$AM
Stream Deter,_
$
$
NCDENR EXPRESS March 2009

Stormwater Management Narrative
Construct Parking Lots, Hadnot Point and French Creek
MCB Camp Lejeune, NC
Building FC-308
This project proposes to construct a new asphalt paved parking area in an area currently
existing as woodlands. The parking area will be an extension of an existing parking lot
that existed before the Coastal Stormwater Regulations. The site is located in an older
area of the base with no surrounding stormwater boundaries. The runoff from the
existing impervious areas around the site will be diverted around the drainage basin for
the new parking area with the exception of 1,284 SF of existing jogging trail being
relocated. The project will create 19,784 SF (0.425 Ac.) of grassed area into asphalt
parking area.
The drainage boundary established for this project is 35,508 SF in size. The BUA
consists of 19,784 SF of new parking area and 1,284 SF of existing BUA. The project
built -upon area percentage is 55.7.
Stormwater treatment will be by a wet pond sized for 90% TSS. The SA/DA ratio is
6.4%. The pond average depth is 3.0 feet and it is sized to contain and drawdown the
runoff volumes associated with both the 1.5 and 2.0 inch storms. The minimum required
pond surface area is 2,273 SF compared to the 3,675 SF provided.
The work area does not impact any wetlands.
The site drains to Cogdel's Creek which is classified as SC;NSW (Index #19-23). All
work is located greater than fifty feet from surface waters.
1.5 acres of the site will be disturbed by this project in order to construct the parking area
The sedimentation and erosion control plan is being concurrently submitted.
The soils on the site are classified as Baymeade by the Onslow County Soil Survey.
Baymeade is described as a loamy sand at the depths to be disturbed by this project.
The property is owned by the Federal Government. There are not any known historic
sites on the property.

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