SW8130301_HISTORICAL FILE_20180119

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 13030�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2ci%oi ic�
YYYYMMDD

Energy. Mineral &
Land Resources
ENVIRONMENTAL QUALITY
January 19, 2018
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul,. Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
Subject: Approved Minor Modification
Wallace Creek Marine Mart
Stale Stormwater Management Permit No. SWR 130301
Onslow County
Dear Mr. Paul:
ROY COOPER
Governor
MICHAEL S. REGAN
Secrerary
TRACY DAVIS
Director
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this minor modification references DEMLR as the Division responsible for
issuance of the permit.
On January 19, 2018, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources received a complete, minor modification application for changes to the approved plans for
Stormwater Management Permit Number SW8 130301. It has been determined that the nature of the
proposed change meets the definition of a minor modification in that it does not result in an increase in
the size of the permitted stormwater control measure (SCM) and does not increase the amount of built -
upon area. The minor modification includes the reduction in drainage area to both Pond I and Pond 2.
The area removed is being regraded to drain away from the ponds and will be permitted under the
modification to SWS 090109 as part of the, jogging trail addition. We are forwarding you an approved
copy of the modified plans for your files. Please add the attached plans to the previously approved plan
set. Please replace the previous application (S WU-101), supplements and Operation and Maintenance
Agreements with the attached modified versions.
Please be aware that all terms and conditions of the permit issued on March 27, 2013, remain in full force
and effect. Please also understand that the approval of this minor modification to the subject State
Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be approved
through this Office prior to construction. The approval of this minor modification does not preclude the
permittee from complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone] or
via email at [e-mail].
Sincerely,
C ?kc
Christine Hall
Environmental Engineer
GDS/ cam: %Stormwater\Permits & Projects\2013\1 30301 HD\2018 01 permit minor 130301
Ju cc: Joe Avolis, Avolis Engineering PA
Wilmington Regional Office Stormwater File
Stale of Nomh Cal'olina I Environmental Qualily I EnergyAlincial and Land Resources
Wilmington Regional Office 1127Cardinal Drive Extension I Wlhninglon,NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 130301
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
MCB Camp Lejeune
I1-YIFWXO=- 7uFTi/=W1l F1
Corner of Birch Street and McHugh Boulevard, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and considered an
enforceable part of this permit
This permit shall be effective from the date of issuance until March 27, 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 1.6 of this permit. The stormwater controls labeled SWMF-1
and SWMF-2 have been designed to handle the runoff from 80,954 and 11,761
square feet of built -upon area, respectively.
3. 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. Each drainage area will be limited to the amount of built -upon area indicated in this
permit, and per approved plans. There is no allocation of built -upon area for future
development.
5. The runoff from all built -upon area within the permitted drainage areas of this project
must be directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 130301
.1
The following design criteria have been provided in the wet detention ponds and must
be maintained at design condition:
IE
C.
d.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Onsite, ft2.
Offsite, ft2:
Design Storm, inches:
Average Pond Design Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permanent Pool Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Pre-dev..1 yr-24 hr. discharge rate, cfs
Controlling Orifice, O pipe, inches:
Orifice flowrate, cfs:
Permitted Forebay Volume, ft3:
Max. Fountain Horsepower:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
a
5.
on
7
SWMF-1 SWMF-2
2.32
0.58
101,090
25,194
0
0
80,954
11,761
80,954
11,761
0
0
1.5
1.5
3.5
3.0
90%
90%
20.0
19.3
10,279
3,536
16,583
2,073
21.3
19.8
0.087
0.023
1.5
0.75
0.038
0.006
5,062
1,725
N/A
N/A (PPV <30000 cf)
Beaverdam
Creek / WOK02
19-20-2
"SB 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. 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.
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.
Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
Decorative spray fountains will not be allowed in either stormwater treatment system,
because the permanent pool volume in either pond is below 30,000 cubic feet.
The facilities must be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
The permittee is responsible for verifying that the proposed built -upon area for the
entire project does not exceed the maximum allowed by this permit.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 130301
8. 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.
The permittee shall provide and maintain clear and unencumbered access to the
stormwater facilities for inspection and maintenance.
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.
d. Any permitted future areas shown on the approved plans.
e. Filling, altering, relocating, or piping any vegetative conveyance shown on the
approved plan.
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. Prior to transfer of the permit, a file review and site inspection will be conducted by
Division personnel to ensure the permit conditions have been met and that the project
and the on -site stormwater system complies with the permit conditions. Any items not
in compliance must be repaired, replaced restored, or resolved prior to the transfer.
Records of maintenance activities performed to date may be requested.
13. The permit application, the approved plans and specifications, and the design
calculations 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
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
2. 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.
3. 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.
These additional or replacement measures shall receive a permit from the Division
prior to construction.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 130301
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 State
Stormwater Request Form for Permit Transfer or Permit Information Update,
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. Any ownership change including:
i. The sale or conveyance of the project area in whole or in part, except in the
case of an individual lot sale that is made subject to the recorded deed
restrictions and protective covenants;
ii. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-
01(e) and NCGS 57D-6-07;
b. Bankruptcy;
c. Foreclosure, subject to the requirements of Session Law 2013-121,
d. A name change of the current permittee;
e. A name change of the project;
f. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until the Division
approves the transfer request. Neither the sale of the project in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of
the stormwater permit.
6. The permittee grants Division Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. 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.
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. 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 for
cause as allowed by the laws, rules, and regulations contained in Title 15A NCAC
21-1.1000 and NCGS 143-215.1 et.al.
10. A permit renewal request must be submitted at least 180 days prior to the expiration
date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit modified and re -issued this the 19th day of January 2018.
NORTH CAROLINA ENVIRONMME`NTAL MANAGEMENT COMMISSION
1�C9-f c r_i�f�� S<—,zstk
William . (Toby) Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 130301
Wallace Creek Marine Mart
Stormwater Permit No. SW8 130301
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 5 of 6

State Stormwater Management Systems
Permit No. SW8 130301
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: NCDEQ-DEMLR Regional Office
Page 6 of 6

b 2161..Mf-
DEMLR USE ONLY
ate $@ceived
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina ECEIVE
Department of Environment and Natural Resources JAN 0 $ 2013
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FIN4
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.):
Wallace Creek Marine Mart
2. Location of Project (street address):
City: MCB Camp Leieune County: Onslow Zip: 28547
3. Directions to project (from nearest major intersection):
Site is at the intersection of Birch Street and Wallace Creek Boulevard.
4. Latitude:34° 40' 34" N Longitude:77* 21' 09" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRencoals With modifications also requires SWU-102 - Rene7oal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing.
permit number SW8130301 , its issue date (if known) March 27, 2013 , and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control:1.5 ac of Disturbed Area
0404/401 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: N/A
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part Vl: ham://12ortal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

Ill llii I 11MW A 1010133 RN 1IGNI
I.. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the uroiect):
Applicant/Organization:Commanding Officer - MCB Camp Leieune, North Carolina
Signing Official & Title:Thomas Bradshaw, PE - Civil Engineer, Public Works Department
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
City:
Phone: (910 ) 451-3238 Ext. 3285
Email:[e-mail]
State: Zip:
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/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address
Phone: ( )
State:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Thomas Bradshaw. PE - Civil Engineer. Public Works Department
Signing Official & Title:Thomas Bradshaw, PE - Civil Engineer, Public Works Department
b.Contact information for person listed in item 3a above:
Mailing Address:1005 Michael Road
City:Camp Lejeune State:NC Zip:28547
Phone: (910 ) 451-3238 Ext 3285
Email:[e-mail]
4. Local jurisdiction for building permits:
Fax: (910 ) 451-2927
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6
BAN 0 9 2999

IV. PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will continue to be treated by two onsite wet ponds. This modification provides for minor
decreases to the two drainage areas.
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: 2.90 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+:2.90 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
between the banks 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 MHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 73.4
9. How many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For low densihj and other projects, use 1 for the whole properhj 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 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Beaverdam
Creek
Beaverdam
Creek
Stream Class
SB; NSW
SB; NSW
Stream Index Number *
19-20-2
19-20-2
Total Drainage Area (so
101,090
25,194
On -site Drainage Area (so
101,090
25,194
Off -site Drainage Area (so
0
0
Proposed Impervious Area" (so
80,954
11,761
% Impervious Area** total
80.1
46.68
Impervious" Surface Area
Drainage Area ]
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
13,803
On -site Streets (so
11,761
On -site Parking (so
60,421
IAAI
On -site Sidewalks (so
6,730
Other on -site (so
Future (so
Off -site (so
Existing BUA*** (so
Total (so:
80,954
11,761
Stream Class and Index Number can be detennined at: littlr.//nortaLnedenr.or oeb/wrI[ps/esu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Field Visit and Topographic Survey
Projects in Union County: Contact DEMLR Central Office staff to check if the project it 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 htto: / / oortal.ncdenr.ore / web/ wo / ws/su / bm u-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hn://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wg/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. _ Ck
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
ht!p://www.envhelp.org/pages/­`onestopexpress,htmlfor 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/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
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 on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm. �� C �` /C
G
c. Location map with named streets and NCSR numbers. C �1/
d. Legend.
e. North arrow. JAN o 2U18
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pRoy e evatiol�n of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
r
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify �N
l dd'' d h 11 fth b' I 1 h
Ito]
11.
e evatnons m a nhon to ept s) as we as a map o e or ng ocahons wrt i t e exnshng
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit far DEMLR to verifij the SHWT prior
to submittal, [phone].) _
4
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 21-1.1003(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.
http://www.secretary.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://12ortal.ncdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:loseph C. Avolis, PE
Consulting Firm: Avolis Engineering,PA
Mailing Address:P.O. Box 15564
City:Ne
Phone: (252 ) 633-0068
Email:[e-mail]
State:NC Zip:28561
Fax: ( ) N/A
IX. PROPERTY OWNER AUTHORIZATION (if Contact Infonuation, 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 type name of person
listed in Contact Information, item la) with (print or hjpe nanne of organization listed in
Contact Infornmtion, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECEBVE
JAN 0 0 2018
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6 BY:

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
base agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date:
I, , a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in Contact Information, item la) ybylV, W. fowc.EK
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 stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Date: I212.7lZo I-
f 1t11 A. , a Notary -Public for the State of N� r2County of
1bW%A, � , do hereby certify that 6 ki , T6-t4X(�A personally appeared
before me thisday of )-)� %—a and ackkjowI dge the due execution of the application for
a stormwater permit. Witness my hand and official seal,l�N\'�
g. 5 AMp!'���:
Notary Public
Onslow C6unty
y Commission Expir,
05/26/2019
2Q ?P
�'lH CARO,\\����
SEAL
My commission expires CJI aLp 1 of ( G71
r
aCEIVE
AN 0 0 20118
BY• —
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

DEMLR USE ONLY
Date Received
Fee Paid
P rmit mber
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program — No Fee for Minor Modification
Express Permitting Program — See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at., http://deo.nc.gov/contact/regional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H .1002, a minor modification is a change to the project that:
1) does not increase the net built -upon area; and/or
2) does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8 130301 (Wallace Creek Marine Mart)
2. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
3. Signing Official's Name: David Towler, PE
4. Signing Official's Title: Civil Engineer
5. Mailing Address: 1005 Michael Road
City: Camp Leieune State: NC ZIP: 28547
6. Street Address (if different):
City: State: ZIP:
7. Phone: [phone] Ext. 3284 Email: david.towler(a-)usmc.mil
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section IV.10 of the original application, if needed):
The drainage area for each of the two SCM's are being modified. There is not any additional BUA.
The design of the SCM's are not changing.
B. SUBMITTAL REQUIREMENTS
Please mark "Y" to confirm the items are included with this form. Please mark W" if previously provided. If not
applicable or not available, please mark N/A.:
1. Two hard copies (with original signatures) and one electronic copy of this completed form.
2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document. `s
4-4. If applicable, the appropriate Express review fee. r
CG' Y E
AN 0 0 2013
BY:
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14, 2017

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name: Joseph C. Avolis. PE
Consulting Firm: Avolis Engineering, PA
Mailing Address: P.O. Box 15564
City: New Bern State:NC Zip:28561
Phone: [phone] Fax:
Email::avolisengineering(aa)embargmail.com
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name & Title:
Organization:
Mailing Address:
City: State:
Phone: ( ) Fax: L
Email:
D. CERTIFICATION OF PERMITTEE
I, David TOwler. PE , the current permittee, certify that I have authorized the minor
modifications listed in Section A and shown in the attached revised plan sheets. I further attest that this information is
accurate and complete to the best of my knowledge.
�I k Date: 13[0018
—,a Notary Public for the State of N&4� ar-11(n0`, ,
County of , do hereby certify that `-Z).o-vi z vJ • TA-,-
personally appeared before me this the a day of20% 'y, and
acknowled VIfigy" xecution of the forgoing instrument. Witness my hand and official seal,
`�� N SIM/y01�
(Noary Seal)
NOTARY =
PUBLIC
• Notate lure\
40i' o1 EN
My commissiolffiNl�es ��EIVE
AH
BY:.,.�v
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6, 2017

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
607
01.19 17:52
a 919104512927
7
01.19 17:52
01.19 17:54
7
OK
TIME :01-19-2018 17:54
FAX NO.1 :9103502004
NAME :Mainfax

N
V'
Hall, Christine
From: Hall, Christine
Sent: Tuesday, January 16, 2018 4:00 PM
To: 'Avolis Engineering, P.A.'
Cc: Weaver, Cameron
Subject: RE: [External) Re: request for additional info - mods to SW8 090109 and 130301
Attachments: 2017 01 addinfo 2 130301.docx
Beth / Joe,
Thanks for sending the updated documents. I've had a chance to look through 090109 and 130301 and notice the same
issue between these two project boundaries that I was trying to describe in the requests for additional information. To
help, I've attached a word document with small scans from CS101 and the drainage area map for 130301 to try to show
the area I'm concerned about. One exhibit shows the area circled in red within one project boundary while the other
exhibit shows it in the other project boundary. Can you take another look?
Also, for SW9 130301, the revised Pond 2 supplement appears to contain an error/typo in the minimum required
storage volume. The supplement lists 1,762 cf but.the calcs list 1,481 cf. Can you double check the supplement?
In the meantime, I'll move on to 081015 and get started on drafting these permits.
THANKYOU!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
0 Nothing Compares:
Ernail correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Avolis Engineering, P.A.[mailto:[e-mail]]
Sent: Monday, January 15, 2018 3:01 PM
To: Hall, Christine <[e-mail]>
Subject: [External] Re: request for additional info - mods to SW8 090109 and 130301
i6UTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
[e-mail].
Good Afternoon Christine!

All three projects will be shipped to you today by way of Fed Ex for delivery tomorrow. 111
Thanks and have a great day!
Beth Simmons
Avolis Engineering, PA
252.633.0068
From: Hall, Christine
Sent: Friday, January 12, 2018 2:57 PM
To: Avolis Engineering P.A.
Cc: David Towler ; Thomas Bradshaw; Weaver, Cameron
Subject: RE: request for additional info - mods to SW8 090109 and 130301
Joe,
I had a chance to look at the modification to SW81015 and didn't see anything technically wrong with the package. The
only clarification I have, is when you are updating CS101 showing the permitted areas based on these other comments,
can you include a note saying the permitted boundary for SW8 081015 is not fully delineated and reference back to the
overall DA exhibit? There's a lot going on with SW8 081015 and I'd rather not complicate this CS101 exhibit further by
trying to fully delineate the boundaries of SW8 081015.
Also, I did update the excel table that Beth so kindly sent over to fit on fewer pages and to add some equations to the
top table automate it a bit more (total DA, proposed BUA, and % impervious). The revised version is attached. Thanks
so much for providing it electronically!
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. hall(a7ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
�-, 'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall, Christine
Sent: Wednesday, January 10, 2018 4:31 PM
To: 'Avolis Engineering, P.A.'<[e-mail]>
Cc: David Towler <[e-mail]>; Thomas Bradshaw <Thomas.bradshaw([e-mail]>, Weaver, Cameron
<ca meron.weaver@ ncdenr.Bov>
Subject: request for additional info - mods to SW8 090109 and 130301

'Joe,
Attached are pdfs of the requests for additional information for the modifications to SW8 090109 and SW8 130301. I'm
going to try to review the modification to SW8 081015 by the end of the week. Please let me know if you have any
questions.
Thank you!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
Christine. hall5ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
f ''Nothing Compares_—,.._
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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AVOLIS ENGINEERING. P.A.
P.O. Box 15564 New Bern, North Carolina 28561 Office: 252.633.0068
January 15, 2018
Mrs. Christine Hall
Environmental Engineer
NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Additional Information, SW8 130301, Wallace Creek Marine Mart,
MCB Camp Lejeune; 1/10/18 letter
Dear Christine:
Enclosed please find two revised plan sheets CS101 and two revised sheets showing the
drainage boundaries for the above -referenced project.
a) We have checked closely and modified the numbers that were transposed for the two
drainage basins. The plans, cafes, narrative and application pages were all modified.
b) We recalculated the SA/DA ratio (shown in the calculations). The pond as originally
designed still has more than adequate surface area.
c) We corrected the permit boundaries on sheet CSf 01.
Should you have any questions, please do not hesitate to give me a call.
Sin
o hYnt
isf/ Pr si
ECEIVE
JAN 16 2m
Email: [e-mail] Fax: [phone]

r�
Stormwater Management Narrative
Wallace Creek Marine Mart
SW8130301 Modification
(Construct Jogging Trail, Wallace Creek)
Contract# N40085-17-B-0121
MCB Camp Lejeune, NC
This project proposes the construction of a new 8' wide jogging trail from the Birch Street
Marine Mart to the intersection of Wallace Creek Road and Endurance Drive. The
jogging trail totals 3,227 linear feet in two segments. The total length includes two
separate timber walkways totaling 760 linear feet and various existing pavement
crossings totaling 137 linear feet. The project does not involve any other improvements
except pavement markings and crosswalk signage.
The linear project requires modification to the following existing stormwater permits:
- SW8 130301, Wallace Creek Marine Mart (This Modification)
- SW8 090109, Wallace Creek Regimental Complex - Roads
- SW8 081015, Wallace Creek Regimental Complex
- SW8 120612, North Wallace Creek -Roads and Jogging Trail
The Marine Mart permit is being modified to alter the drainage boundary to exclude
where the new jogging trail ties into the site. The jogging trail is being graded to direct
all runoff away from the two Marine Mart SCM drainage areas. There are not any other
changes proposed for the Marine Mart permit. The drainage boundary for SCM #1 is
being decreased by 40 square feet. The change in stormwater volume as a result of this
smaller drainage area is a decrease of 1 cubic foot: The drainage boundary for SCM #2 is
being decreased by 1,184 square feet. The change in stormwater volume as a result of
this smaller drainage area is a decrease of 7 cubic feet. These two minor volume changes
do not change the design of either of the two wet detention ponds.
The wet pond supplements have been revised to show the change in drainage areas.
The soils on the site are classified as Baymeade and Marvyn by the Onslow County Soil
Survey. Baymeade is described as a fine sand. Marvyn is described as a loamy fine
sand. 1.5 acres of the site will be disturbed by this project in order to construct the site
improvements.
The property is owned by the Federal Government. Previous permits have been issued
for the work area as discussed above. There is not any off -site built -upon area draining
into the site.
TA
There are not any known historic sites on the property. V
]AN 16 2018
u

Wallace Creek Marine Mart
SW8 130301
Page 2
The site drains to Beaverdam Creek, a tributary of the New River. Beaverdam Creek is
classified as SB;NSW, index #19-20-2. There are not any Coastal wetlands on the site.
404 wetlands exist on the site but are all being crossed with pile supported structures.
This project does not impact any wetlands. The wetlands were delineated by Joseph C.
Avolis, PE.
The project impervious area maintains a 50' buffer from surface waters.
This project does not require post development runoff rate.
'AN 16 �,p18
gr;

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Stormwater Calculations'
Wallace Creek Marine Mart
SW8130301
Marine Corps Base
Camp Lejeune, NC
Prepared by:
ECEIVE
JAI t 11111
8Yo
Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
[phone]
Firm Registration No. C-0706
avolisengineerinena,embargmail.com

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Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
January I0, 2018
MCB Camp Lcjeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lcjcune, NC 28542
Subject: Request for Additional Information
Stormwater Project No. SW8 130301
Wallace Creek Marine iVlart
Onslow County
Dear Mr. Paul:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted a modified Express State Stormwater
Management Permit Application for the subject project on January 8, 2018. A preliminary in-depth
review of that information has determined that the application is not complete and that additional
information is needed. To continue the review, please provide the following additional information:
✓ 1. 15A NCAC 0211.1042(2): The narrative and plans indicate that the drainage areas are changing
as follows from the 2013 permit:
Draina e Area 1
Drainage Area 2
2013 permit
101,130
26,378
Proposed Reduction
-40
-1 184
Proposed 2018 Mod.
101,090
25,194
However, the other application documents appear to reverse the changes such that 40 square feet
is removed from Drainage Area 2 and 1,184 square feet is removed from Drainage Area 1. Please
confirm that the appropriate changes are being made to the respective drainage areas throughout
the application documents including the rest of the narrative, calculations, supplements, cover
plan sheet and CS 101, which summarizes the permit changes.
15A NCAC 02H.1042(2)(0: Due to the change in the percent of impervious area associated with
the 1, 184 square feet reduction in drainage area (likely Drainage Area 2 — refer to item 1), slight
adjustments to the SA/DA ratio and minimum required surface area would be expected. Please
provide calculations checking the SA/DA ratio and resulting minimum required surface area for
the appropriately impacted drainage area and, if necessary, any updated pages for the supplement.
3. 15A NCAC 02H. I 042(2)(g)(ii): In comparing the previously approved drainage and project
areas for SW8 130301 with the permit boundaries delineated on CS 101, the previously approved
Drainage Area 2 for SW8 130301 does not extends along the access road. Instead, tile permit
boundary for SW8 090109 covers this portion of the road, adjacent to the pond. Please confirm if
this change is one of the proposed modifications otherwise please adjust the project and drainage
areas delineated on CS 101 along the road to match the previously approved areas.
4. Due to the potentially minor nature of these comments, the express additional information review
fee has been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 021-1.1042(2).
State of Non It Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilotington Regional Office 1 127 Cardinal Drive Extension I N9lminglon, NC 28405
910 796 7215

State Stormwater Permit No. SW8 130301
Page 2 of 2
The requested information should be received in this Office prior to .January 18, 2018, or the application
will be returned as incomplete. If the project is returned and you wish to rc-submit to the Express
Program, you will need to reschedule the project through the Express Coordinator for the next available
review date and will need to resubmit all required items at that time, including the application fee.
If additional time is needed to submit the requested information, please email your extension request,
prior to the original due date, to the Division at the email address provided below. The extension request
must include a justification and a date of when the requested information will be submitted to the
Division; which shall be no later than 5 business days past the original due date. Please remember that
extension requests delay the issuance of the final permit.
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 State assigned project number
on all correspondence. Ifyou have any questions concerning this matter, please feel free to call me at
[phone] or email me at [e-mail].
Sincerely,
�Uk
Christine Hall
Environmental Engineer
GDS/canh: A\\S1ormwaterAPermits & Projects\2013\130301 HD\2018 01 add info 130301
cc: Joseph Avolis, PE; Avolis Engineering, PA
Wilmington Regional Office Stormwater Pile
State or North Carolina I Environmental Quality I Energy, Mineral and land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215

Hall, Christine
From: Hall, Christine
Sent: Wednesday, January 10, 2018 4:31 PM
To: 'Avolis Engineering, P.A.'
Cc: David Towler; Thomas Bradshaw, Weaver, Cameron
Subject: request for additional info - mods to SW8 090109 and 130301
Attachments: 2018 Ol addinfo 090109.pdf, 2018 Ol,addinfo 130301.pdf
Joe,
Attached are pdfs of the requests for additional information for the modifications to SW8 090109 and SW8 130301. I'm
going to try to review the modification to SW8 081015 by the end of the week. Please let me know if you have any
questions.
Thank you!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 7967215 office
910 7967335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares_-% .
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Hall, Christine
From: Hall, Christine
Sent: Wednesday, January 03, 2018 12:43 PM
To: 'Avolis Engineering, P.A.'
Cc: David Towler; Thomas Bradshaw; Weaver, Cameron
Subject: Wallace Creek Jogging Trail - Submittal Meeting Summary
Joe / David,
It was great to see you again today. As promised, here's a summary of the four stormwater modifications we looked at
during the Express submittal meeting.
SW8120012 — North Wallace Creek— Roads and Jogging Trail
Accepted today, 1/3/18, as a minor modification to a low density permit with a $1,000 application fee.
SW8 090109 — Wallace Creek Reeimental ComDlex Roads Permit
Need: - Larger/clearer grading plan around pond approved under SW8 130301
- Confirm the project area associated with this permit. For instance:
- the trail around the pond approved under SW8 130301 needs to be shown as part of the
project area
- the previously approved plans show a 65' project area boundary from the edge of pavement
along Wallace Creek Road, south of Birch St.
- where is the additional project area coming from?
-Two sets of plans
Permit Fee: $2,000. Major mod to an "Other" permit
SW8 130301— Wallace Creek Marine Mart
Need: - Larger/clearer grading plan around pond approved under SW8 130301
- Two sets of plans
Permit Fee: $1,500. Minor modification to a HD permit. (not increasing BUA and not increasing the size of the SCM)
SW8 081015 — Wallace Creek Regimental Complex
Need: - All drainage areas listed in the application.
- Two sets of plans
Recommend: Add future to the low density areas (East / West). We talked about bumping the percent of BUA up to
15%or so for any future improvements within these delineated drainage areas.
Permit Fee: $2,000. Since BUA is being added to the low density west and east areas, this is a major modification to
the LID portion of the permit (along with minor modifications to the HD portions of the permit).
As we discussed, I had set aside the next week to work on these submittals. Please try to get these back in here as soon
as you can so they don't get delayed. Feel free to let me know if you have any questions or concerns.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.

Wilmington, NC 28405
='Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

tM;,Vov- mo& N 1,5OD
North Carolina Department of Environmental Quality
Request for Express Permit Review
Fa DEO Use ONLY1 n ,
nevievmr.
Submit_
Time:
confl
FiLL-W all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan PDF rile) and vicinity map (same items expected in the application
acp kaae of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296.4698;alison.davidsonfdncdenr.nov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(o5 rnccdenr.aov
• Mooresville or Winston Salem-MarciaA#occo 704-235.2107; m2rcia.a1iocc2&cdenc90v
• Washington Region -Lyn Hardison 252-948.3842 or Ivnhardison(dtncdenr.gov
• Wilmington Region -Cameron Weaver910-796-7303 orcameron.weave 0mcdencpov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: WALLACE CREEK MARINE MART County: ONSLOW
Applicant: MARINE CORPS BASE CAMP LEJEUNE Company:
Address: 1005 MICHAEL ROAD City: CAMP LEJEUNE State: NC Zip: 28547
Phone: [phone], Fax: --_, Email: [e-mail]
Physical Location:WALLACE CREEK ROAD
SW _
SW
SW
_........_
ivd-S _
NPDES _
WO
WQ �__
E&S
E&S
Other
Project Drains into BEAVERDAM CREEK waters - Water classification SB:NSW (DWR Surface Water Classifications Mao)
Project Located in WHITE OAK River Basin. is project draining to class ORW waters? Y/N, within V,, mile and draining to class SA waters YIN or within 1
mile and draining to class HOW waters? YIN
Engineer/Consultant JOE AVOLIS, PE Company: AVOLIS ENGINEERING, PA
Address: PO BOX 15564 City: NEW BERN, State: NC Zip: 28561
Phone: [phone], Fax: _ _• Email: [e-mail] RECT NOV 21 2011
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$700000.00 #25 JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
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 -Sio-Retention _ If Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _# Treatment Systems /,Z MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8130301 (Provide permit#)
❑ Coastal Management []Excavation & Fill ❑ Bridges & Culverts ❑ Structures information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 1_5 acres to be disturbed. (CK # & Amt. (for DEO 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
Fee Sotit for multiple oermils: (Check # 1
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
I,�r DEO u,. .... I-
Total
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance{❑ Maj; ❑Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$ -
401:
$
LQS
$
Stream Deter,__
s
urnFn cxaacca hA.-. �n+a

Stormwater Management Narrative
Wallace Creek Marine Mart
SW8 130301 Modification
(Construct Jogging Trail, Wallace Creek)
Contract # N40085-17-B-0121
MCB Camp Lejeunc, NC
This project proposes the construction of anew 8' wide jogging trail from the Birch Street
Marine Mart to the intersection of Wallace Creek Road and Endurance Drive. The
jogging trail totals 3,227 linear feet in two segments. The total length includes two
separate timber walkways totaling 760 linear feet and various existing pavement
crossings totaling 137 linear feet. The project does not involve any other improvements
except pavement markings and crosswalk signage.
The linear project requires modification to the following existing stonnwater permits:
- SW8 430301, Wallace Creek Marine Mart (This Modification)
- SW8 090109. Wallace Creek Regimental Complex - Roads
- SW8 081015, Wallace Creek Regimental Complex
- SW8 120612, North Wallace Creek -Roads and Jogging Trail
The Marine Mart permit is being modified to alter the drainage boundary to exclude
where the new jogging trail ties into the site. The jogging trail is being graded to direct
all runoff away from the two Marine Mart SCM's. There are not any other changes
proposed for the Marine Mart permit. The drainage boundary for SCM #1 is being
decreased by 40 square feet and the drainage boundary for SCM #2 is being decreased by
1,184 square feet.
The soils on the site are classified as Baymcade and Marvyn by the Onslow County Soil
Survey. Baymeade is described as a fine sand, Marvyn is described as a loamy fine
sand. 1.5 acres of the site will be disturbed by this project in order to construct the site
improvements.
The property is owned by the Federal Government. Previous permits have been issued
for the work area as discussed above. There is not any off -site built -upon area draining
into the site.
There are not any known historic sites on the property.
The site drains to Beaverdam Creek, a tributary of the New River. Beaverdam Creek is
classified as SB;NSW, index #19-20-2. There are not any Coastal wetlands on the site.
404 wetlands exist on the site but are all being crossed with pile supported structures.
This project does not impact any wetlands. The wetlands were delineated by Joseph C.
Avolis, PT.

Wallace Creek Marine Mart
SW8 130301
Page 2
The project impervious area maintains a 50' buffer from surface waters.
This project does not require post development runoff rate.

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CONSTRUCT JOGGING TRAIL,
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MARINE CORPS BASE.CAMP LEJEUNE
CONTRACT NO. N40085-YY-B-=
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