SW8080649_HISTORICAL FILE_20171023

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 80\D4°
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
N HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20%'\\U23
YYYYMMDD

Energy. Mineral &
Land Resources
ENVIRONMENTAL QUALITY
October 23, 2017
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
Subject: State Stormwater Management Permit No. SW8 080649
TECOM (AICCSSS) [nterim Facilities-Humvee Garage
High Density Wet Pond Project
Onslow County
Dear Mr. Paul:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
TRACY DAVIS
Director
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on October 23, 2017. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations. This project was
originally designed and approved under the regulations set forth in Title 15A NCAC 02H.1000 (1995
Rules) as amended by Session Law (SL) 2006-246 and as subsequently amended on January L 2017
(2017 Rules), as applicable. We are forwarding modified Permit No. SW8 080649 dated October 23,
2017, for the construction, operation and maintenance of the stormwater control measures (SCMs), built -
upon areas, as well as the stormwater collection system and/or vegetated conveyance system associated
with the subject project. Please add the attached plans to the previously approved plan set. Please
replace the previous application (SWU-101 with the attached modified versions.
This permit shall be effective from the date of issuance until December 30, 2021 and shall be subject to
the conditions and limitations as specified therein, and does not supersede any other agency permit that
may be required. Please pay special attention to the permit conditions regarding the operation and
maintenance of the SCMs, stormwater collection system, and/or vegetated conveyances; the limitation of
built -upon area; modification of the project:; the procedures for changing ownership of and/or transferring
the permit, and the need to renew the permit. Failure to comply with these requirements will result in
future compliance problems.
The following clarifications, corrections, and modifications are included and covered by this permit:
1. The original permit issued July 22, 2008 approved the construction, operation and maintenance of
two wet detention ponds. However, only one set of design information was presented in the
permit, the supplements, the operation and maintenance agreement, and the calculations.
Additionally, the pond design presented in the supplement and the calculations are not consistent.
In comparing the two ponds and their drainage areas approved in 2008, the following differences
and similarities are noted:
a. Pond 1 has a larger drainage area and more built -upon area which should result in a
slightly larger minimum required storage volume.
b. the size and shape of the ponds are roughly identical with only subtle differences
including bottom surface areas and the forebay position. This is supported by the pond
summary table provided on D-4 of the plans approved on July 23, 2008. .
With only one set of design information having been provided and the two ponds being roughly
identical on the plans, it is assumed that both ponds were based on the same pond design.
2. For Pond 1, this permit is being corrected to maintain the original design found in the calculations
as noted on the revised supplement originally provided in 2008. Future modifications to Pond 1 .
or its drainage area will need to confirm and permit the as -built condition of Pond 1. A new
designer's certification will be required at that time.
3. For Pond 2, this modified permit approves the slightly revised as -built condition. A new
designer's certification is required to be submitted upon completion of this modification.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wintingtun Regional Office 1127Cardinal Drive Extenvon I Wilmington,NC 28405
9107T167215 -

State StOfmWater Petm1INO. SW8 080649
Page 2 of 2
This modification also includes increasing the drainage area and built -upon area to Pond 2 to
accommodate an additional building.
If any pate, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicator , hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at tvwwlNCOAH.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
Hall in the Wilmington Regional Office, at [phone].
Sincere .
Q)Ec��U
. ,.;Tracy Davis; P.E., Director
Division of Energy, Mineral and Land Resources
GDS/cash: %Stonnwater\Permits R Projects\2008\080649 HD\2017 10 permit 080649
cc: Kevin Avolis, Avolis Engineering
Wilmington Regional Office Stormwater Pile
State of NortliCa olina I Envimnmenla] Quality I Energy.kiineimland Land Rcsow-ces
NShnington Regional Office 1177 Cardinal Drive Extension I Wilmington. NC 2840.5
9107967215

State Stormwater Management Systems
Permit No. SW8 080649
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
Commanding General USMC Base c% Mr. Carl Baker
TECOM (MCCSSS) Interim Facilities-Humvee Garage
Neuse Road, Camp Johnson Area, MCB 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 (1995 Rules) as amended by Session Law (SL) 2006-246
and as subsequently amended on January 1, 2017 (2017 Rules); as applicable (collectively, the
"stormwater rules') and the approved stormwater management plans and specifications and
other supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources (the "Division" or "DEMLR") and considered an enforceable part of
this permit
This permit shall be effective from the date of issuance until December 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 management and volume of stormwater
described in the application and other supporting data. The maximum amount of built -
upon area (BLIA) allowed for the entire project is 91,801 square feet.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 this permit. The stormwater control measures labeled Pond 1
and Pond 2 have been designed to handle the runoff from 45.871 and 45,930square feet
of built -upon area, respectively. This permit does not provide any allocation of built -upon
area for future development.
3. 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.
4. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system.
5. A vegetated filter strip is not required for these ponds as they have been designed for a
90% total suspended solids removal efficiency.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 080649
The following design criteria have been provided in the wet detention ponds and must be
maintained at design condition:
Pond 1
Pond 2
a. Drainage Area, acres.
Onsite, ft2:
Offsite, ft2:
2.908
126.1679
0
1.97
85,634
0
b. Total Impervious Surfaces, ft?
Onsite, ft2:
Offsite. ft2:
45,871
45,871
0
45,930
45,930
0
c. Average Pond Design Depth, feet:
3.0
30
d. TSS Removal Efficiency:
90%
90%
e. Design Storm, inches:
1.5
1.5
If, Permanent Pool PP Elevation, FMSL:
17.5
17.5
g. Permitted PP Surface Area, ft2:
10,809'
8,459
h. Temporary Storage Elevation, FMSL:
18.5
18.5
i. Permitted Storage Volume, ft3:
1 12,983-
10,671
j. Predevelopment 1 yr-24 hr. discharge
rate, cfs:
3.4
0.34
k. Controlling Orifice, inch to pipe:
2
1.25
I. Orifice Flow Rate, cfs:
0.1
0.03
m. PP Volume, ft3:
28,236'
21,277
n. Forebay Volume, ft3:
1 4,680"
4,519
o. Maximum Fountain Horsepower:
n/a
n/a
p. Receiving Stream/River Basin:
Wilson Bay / White Oak
q. Stream Index Number:
19-14
r. Classification of Water Body:
Sc, HQW, NSW
`Based on the original calculations. Any future modifications to Pond 1 or its
drainage area will need to confirm and permit the as -built condition of Pond '
If. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. 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.
3. The permittee shall at all time provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level spreader,
filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The records
will indicate the date, activity, name of person performing the work and what actions were
taken.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 080649
5. The permittee shall submit an annual summary report to the Division of Energy, Mineral
and Land Resources of the maintenance inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate easements at all
times.
7. Decorative spray fountains will not be allowed in the stormwater treatment system until
calculations are provided documenting the permeant pool volume is greater than 30,000
cubic feet.
8. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications; and other supporting data.
9. 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.
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. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
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. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for ten years from the date of the completion of construction.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the stormwater rules; is subject to enforcement action as set forth
in NCGS 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.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 080649
3. 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 of Energy; Mineral and Land Resources 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, except in the case of an individual lot sale that is made subject to
the recorded deed restrictions;
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, subject to the requirements of Session Law 2013-121,
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
4. The permittee is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request. Neither the sale of the project, in whole or in
part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
5. 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.
Additional or replacement stormwater management systems shall receive a permit from
the Division prior to construction.
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 issued shall continue 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. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and modifying
the permit, revoking and reissuing the permit, or terminating the permit as allowed by the
laws, rules and regulations contained in Session Law 2006-246, Title 15A NCAC
2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit corrected, modified, updated, and re -issued this the 23rd day of October 2017.
H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i racy uav r.t., uirecror
Division of E rgy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 080649
TECOM (MCCSSS) Interim Facilities-Humvee Garage
Stormwater Permit No. SW8 080649
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 specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 080649
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass 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 per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Regional Office
Page 6 of 6

DEMLR USE ONLY
Date R ceived
Fee Paid
Permit Number--- -�
/d
0
Applicable Rules: C Coastal SW - 1995. ❑ Coastal SW - 1008 ❑ 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 Energy, Mineral and Land Resources
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.):
Construct PEB, Camp Johnson (Construction Contract N40085-17-B-0060)
2. Location of Project (street address):
Neuse Road, Camp Johnson Area, MCB Camp Lejeune
City:Jacksonville County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
0.5 miles west of Montford Point Road at Camp Johnson
4. Latitude:34° 44' 01" N Longitude:77° 24' 46" W of the main entrance to the project.
ll. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenezoals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 080649 , its issue date (if known) July 22, 2008 , and the status of
construction: ❑Not Started ❑Partially Completed' ❑ Completed* 'prouide 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 canbe
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑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? ®No ❑Yes _KE I VE
If yes, see S.L. 2012-200, Part VI: hn://portal.ncdenr.org/web/Ir/rules-and-regLilations OCT ' h017
BY:
FormSWU-101 Version Oct.31,2013 Page Iof6

III. 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 oroiect):
Applicant/ Organization:Command ing 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 1a above:
Street Address: 1005 Michael Road
City: Camp Lejeune State: NC Zip: 28547
Mailing Address (if applicable):
City:
Phone: (910 ) 451-3238 Ext. 3285
Email [e-mail]
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: State:
Mailing Address (if applicable):
City: State:
Phone: ( ) Fax: ( )
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: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 ) 450-5803 Fax: (910 ) 451-2927
Email:[e-mail]
4. Local jurisdiction for building permits:
Point of Contact: Phone k:
Form 8 WU-101 Version Oct. 31, 2013 Page 2 of 6
ECEIVER
OCT 19 2017 0

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated by existing stormwater retention basin.
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: 4.87 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
Aree:4.87 acres
Total project area shall be calculated to exclude the followingg the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Nomml High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHVV) 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 = 43.24 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. Por low density and other projects, use 1 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 2
Draina e Area _
Draina a Area _
Receiving Stream Name
Wilson Bay
Wilson Bay
Stream Class *
SC; HQW, NSW
SC; HQW, NSW
Stream Index Number *
19-14
19-14
Total Drainage Area (so
126,679
85,634
On -site Drainage Area (sf)
126,679
85,634
Off -site Drainage Area (so
0
0
Proposed Impervious Area** (so
45,871
45,930
% Impervious Area** total
36.21
53.64
Impervious— Surface Area
Draina a Area 1
Draina a Area 2
Draina a Area _
Draina a Area _
On -site Buildings/Lots (so
15,600
15,428
On -site Streets (so
On -site Parking (so
28,871
28,942
On -site Sidewalks (so
1,400
1,560
Other on -site (so
0
Future (so
Orl
I R
Off -site (sf)
Existing BUA*** (so
Total (so:
45 871
45,930
Stream Class and Index Number can be determined at: htty.11�ortal.ncdenr.org/webfwq/ps/atdclassifications
" Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
"* Report only that amount of existing B UA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form S W U-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DEMLR Ccniral OJrice staff to check ifthe project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per I5A 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 hqp://portaI.ncdenr.org/web/wq/ws/su/bmp-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
http://portal.ncdennorg/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 httl2://portal.ncdenr.org/web/wg/ws/su/maps.)
Please indicate that the following required information have been provided by initialin¢ 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/wq/ws/su/statesw/forms_docs.
Initia
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 A
Form. (if required as per Part VII below) T _
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 /.{V
http://w-ww.envhelp.org/pages/onestopexpress.html 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/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 lh mile of the site boundary, include the 1h
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. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. 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. �+ p
k. Existing contours, proposed contours, spot elevations, finished floor elevations. �9
1. Details of roads, drainage features, collection systems, and stormwater control measu OCT , 8 a��7
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 w
made the determination on the plans. By.
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).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required). /
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
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 for DEMLR to ver�fij the SHWF prior
to submittal, [phone].) /
10. A copy of the most current property deed. Deed book: Military Page No:
11. 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.
http: / /www.secretary.state.nc.us/CorRorations/CSearch.asl2x
VIL 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 httj2:/Iportal.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.
Vill. 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: I. Kevin AvoIis, PE
Consulting Firm: Avolis Engineering, PA
Mailing Address:P.O. Box 15564
Cily:New Bern State:NC // Zi??p:2825561
Phone: (252 ) 633-0068 Fax:
Email:avolisengineerin embargmail.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (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 Infonnation, item la) with (print or hjpe name of organization listed in
Contact Information, item ]a) 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.
OCT 18 2017
9Y:®
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agenh (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 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.
a Notary Public for the State of
do hereby certify that
before me this _ day of
stormwater permit. Witness my hand and official seal,
SEAL
County of
personally appeared
and acknowledge the due execution of the application for a
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Thomas Bradshaw
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 roved plans, that the required deed restrictions
and protective covenants w9 be recorded, and that the sed project complies with the requirements of the
applicable stormwater r under 15A NCA H .100 any other applicable state stormwater requirements.
Signature: C Date: p f111 / 7
I, a Notary Public for the State of 4�UACounty of
�a lyC9�� do hereby certify that V personally appeared
before me this day of and acl owledge the d e execution of the application for a
stormwater permit. Witness my hand and offici 1 sea
R-
Nolory Public
Onstow County
y Commission Expir
05/26/2019
10
CAR0�\+
SEAL
My commission expiresoQ44�g
ECEIVE
OCT 18 2017
BY;
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

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MEMORY TRANSMISSION REPORT
TIME :11-02-2017 09:15
FAX NO.1 :9103502004
NAME :Mainfax
FILE NO. 554
DATE 11.02 09:12
TO n 919104512927
DOCUMENT PAGES 8
START TIME 11.02 09:12
END TIME 11.02 09:15
PAGES SENT 8
STATUS OK

MEMORY TRANSMISSION REPORT
TIME :11-02-2017 09:24
FAX NO.1 :9103502004
NAME :Mainfax
FILE NO.
555
DATE
11.02 09:12
TO
n 912526336507
DOCUMENT PAGES
8
START TIME
11.02 09:15
END TIME
11.02 09:24
PAGES SENT
0
STATUS
0050

Hall, Christine
From: Avolis Engineering, P.A.<[e-mail]>
Sent: Monday, October 23, 2017 4:40 PM
To: Hall, Christine
Subject: [External] Re: SW8 080649 - TECOM Camp Johnson
Attachments: Wet Detention Basin Supplement -Construct PEB, Camp Johnson.pdf
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you verify that the
attachment and content are safe. Send all suspicious email as an attachment to [e-mail].
Christine:
Please find attached the modified supplement for the above referenced project.
Thanks and have a great afternoon!
Beth Simmons
Avolis Engineering, PA
252.633.0068
From: Hall, Christine
Sent: Monday, October 23, 2017 2:25 PM
To: Avolis Engineering, P.A. ; David Towler ; Thomas Bradshaw
Cc: Weaver, Cameron
Subject: SW8 080649 - TECOM Camp Johnson
Kevin,
I have had the chance to look at the modification submitted for Pond 2 of the subject project. There is just two numbers
that need to get updated in the supplement to match the proposed conditions:
1. The temporary pool area should be the provided area (11,993 sf) at the temporary pool elevation (next
available outlet = 18.5) instead of the minimum required surface area presented (11,362 sf).
2. The drawdown orifice is listed as 1.25" in the talcs and on the plans but is listed as 1.5" in the
supplement.
Since these are very minor comments, I was hoping this e-mail would be sufficient to get the updated supplement e-
mailed to me. If a more formal letter requesting additional information is desired, that can be arranged. In the
meantime, I will begin drafting the permit.
Please remember that I will be out on vacation starting Wednesday. It'd be great if this could get wrapped up
tomorrow.
Thanks!
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.

Hall, Christine
From: Hall, Christine
Sent: Monday, October 23, 2017 10:09 AM
To: 'Towler CIV David W'
Cc: Bradshaw CIV Thomas C
Subject: RE: [External] RE: TECOM - Humvee Garage
Thanks David. Since we agree that they ponds look to be nearly identical, I can re -use the design information and
original supplements on file for Pond 1. The recent modification submitted by Kevin Avolis uses the as -built condition
for Pond 2. Here's the paragraph I've drafted to try to explain this in the permit:
The original permit issued July 22, 2008 approved the construction, operation and maintenance of two wet detention
ponds. However, only one set of design information was presented in the permit, the supplements, the operation and
maintenance agreement, and the calculations. Although there appear to be subtle differences in the bottom surface
areas of the two ponds and the forebay entrance location, the size and shape of the ponds are roughly identical. This is
supported by the pond summary table provided on D-4 of the plans approved on July 23, 2008. It is assumed that both
ponds were based on the same pond design. This modified permit approves the slightly revised as -built condition for
Pond 2 and maintains the original design founds e supporting documents for Pond 1.
�r
I'll get back looking at the requested modification. Thanks again!
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
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
-----Original Message -----
From: Towler CIV David W [mailto:[e-mail]]
Sent: Monday, October 23, 2017 9:09 AM
To: Hall, Christine <Christine.Hal [e-mail]>
Cc: Bradshaw CIV Thomas C <[e-mail]>
Subject: [External] RE: TECOM - Humvee Garage
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
verify that the attachment and content are safe. Send all suspicious email as an attachment to [e-mail].
Christine,

I've dug through all of our records and it does indeed look like both ponds are under 1 permit and are identical. I'm
sending everything I have, but I'm not sure it is more than you already have in the file. I'm not exactly sure what wem
wrong with this package. HUA consultants are no longer around, so if you'd like this package corrected, please let me
know.
V/r,
David Towler, P.E.
Public Works Division, Bldg 1005 Michael Rd.
Marine Corps Base, Camp Lejeune, INC 28547 Civil Design Branch
Phone: [phone] ext. 3284
[e-mail]
-----Original Message -----
From: Hall, Christine[mailto:[e-mail]]
Sent: Friday, October 20, 2017 3:35 PM
To: Towler CIV David W <[e-mail]>
Subject: [Non-DoD Source] RE: TECOM - Humvee Garage
Could it be that the ponds were designed to be identical? The provided pond info (even ft its inconsistent) would have
applied to both pond 1 and 2 individually? These two ponds are very similar in size and shape and the pond summary
table on plan sheet D-4 shows no differences between the two.
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

P
r
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: Friday, October 20, 2017 2:37 PM
To: David Towler <[e-mail]>
Subject: TECOM - Humvee Garage
David,
I'm starting to look at the modification to this project submitted Kevin (SW8 080649) and wondered if you were able to
find anything from the original submittal (Construction Contract No. N62470-08-0034). Any calculations / supplements /
or 0&M agreements? It does look like this permit is supposed to have 2 ponds (versus a separate permit) and I'd like to
get the permit corrected while I'm working on it. Otherwise, I will try to piece mill something based on the limited
information found in the file.
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]<mailto:[e-mail]>
127 Cardinal Drive Ext.
Wilmington, NC 28405

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

a
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OCT 18 2017 300 0 150 300 600
- GRAPHIC SCALE: 1 " = 300'
AVOLIS ENGINEERING, P.A. USGS MAP
Civil and Environmental Engineering CONSTRUCT CAMP JOHNSON, MCSSS PEB
P.O. BOX 15564 NEW BERN, NORTH CAROLINA 28561 MARINE CORPS BASE
PHONE: [phone] CAMP LEJEUNE, NORTH CAROLINA
LICENSE NO. C-0706

AVOLIS ENGINEERING, P.A.
CIA and Environmental Engineering
P.O. BOX 15564 NEW BERN, NORTH CAROUNA 28561
PHONE: [phone]
LICENSE NO. C-0706
SITE LOCATION MAP
CONSTRUCT CAMP JOHNSON, MCSSS PEB
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA

E(CEIVE
Stormwater Narrative OCT 18 2017
BY:
Construct PEB, Camp Johnson
MCB Camp Lejeune, North Carolina
Construction Contract No. N40085-17-B-0060
Marine Corps Base Camp Lejeune, North Carolina is proposing to construct a new pre-engineered metal
building adjacent to the MCCS facilities located off of Neuse Road in the Camp Johnson area of Marine
Corps Base, Camp Lejeune. Specifically, it is proposed that a new 5,348 ft.' classroom building with
administrative offices be constructed. The facility will be constructed adjacent to the existing facilities in
this area.
The existing facilities were constructed in 2009. At the time of construction, a Coastal Stormwater
Permit was secured. Stormwater Permit SW8 080649 was issued on July 28, 2008. The Stormwater
Permit covered the full extent of construction that exists in this area. All the facilities originally designed
were constructed including two stormwater retention basins, one for each drainage basin within the
original project. The basins been constructed and an engineer certification for the project was submitted
in October 2009.
The proposed pre-engineered metal building will be constructed within the within the limits of Drainage
Area #2 of the original permit. This drainage boundary is proposed to be expanded slightly in order to
encompass the entire scope of new construction. It is proposed that the drainage area be increased in
size by 1,915 ft.z It is proposed that all runoff from the new construction be routed to the existing
stormwater retention pond constructed associated with Drainage Basin #2. An additional 5,508 ft.Z of
new impermeable surfaces will be added to the drainage basin. The percent built -upon resulting from
the proposed construction for the drainage basin is 53.64%.
As originally designed, Stormwater Retention Basin #2 was constructed with excess capacity; although,
no future development was allocated on the project permit. As designed and constructed, the existing
stormwater basin will not require any significant modifications in order to treat the additional runoff
generated from the additional impermeable surfaces. In excess of the 1.5 inch runoff volume is
contained within the existing Stormwater basin. The stormwater basin is not properly sized in
accordance with the Stormwater Rules under which it was permitted. The forebay is slightly smaller
than the 18% to 22%threshold of the total pond volume. The forebay will be enlarged slightly by this
project. Additionally, it is proposed that the orifice diameter on the outlet structure be modified to
ensure that stormwater discharge occurs between the two and five day limits established by the Rules.
The project drains to Wilson Bay. This water body has a surface water classification of SC, HQW, NSW
and a stream index of 19-14.
No wetlands exist within the limits of the proposed project.

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source: ESRI Maps
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POINT PRECIPITATION FREOUENCY ESTIMATES
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4.43
5.06
4.62-5.59
6.36
6.50
5.91-7.18
6.84
7.74
7.01-8.54
8.10
9.62
8.65-10.6
9.99
11.3
10.0-12.4
11.6
13.1
11.8-14.5
13.4
15'2
13.2- 6.8
t5.4
18.3
15.6-04
18.5
1 21.1
6)11
21.1
3-0ay
4.05-4.88
4.90-5.90
6.24-7.53
7.36-8.91
9.01-11.0
10.4-12.8
11.9-14.8
13.5-17.0
15.9-20.5
17.9-23.6
delay
4.68
(4.29-5.14
6.66
519-6.21)
7.19
6.57-7.88)
8.47
7.72-9.2a
10.4
9.36-11.3
12.0
10.7-13.1)
73.7
(12.2-15.1)
15.6
(13.8-17.2
18.6 )
(16.1-0.6
( 21.2
181-23.7)
5.45
8.25
9.65
11.7
13.4
15.2
17.2
20.1
22.5
7-0ay
(5.01-5.94)
(6.0
(7.58-8.99)
(8.a4-10.5)
(10.6-12.7)
(12.1-14.6)
(13.fi-1fi.6)
(15.3-18.6)
(17.5-22.1)
(19.4-24.9)
10iley
5.64-16.65
6.7El
8.3609.88
9.66-151.4
115 13.7
13.0- 5.6
1d6617.7
163820.0
1 6123.3
2043 6.1
20day
7.60'8.81
9: 5�0.5
11A 12.8
12b 14.6
148617 .3
1858119.5
18.4021.8
02�24.4
226528.0
246831.0
10.0
17.9
14.3
16.2
18.9
21.1
23.2
25.5
28.6
31.1
30-dey
(9.37-10.7)
(11.1-12.8)
(13.4-15.3
15.1-17.4)
17.6-20.3)
(ia5-22.6)
21.4-25.0
(23.3-27.5
(258-31.0
(27.8-33.8)
12.5
14.8
17.7
20.0
23.2
25.8
28.5
31.3
35.2
38.2
4b-0ay
(11.8-13.5)
(13.9-15.9)
(16.5-19.0)
(18.7-21.5)
(21.6-24.9)
(23.9-27.8)
(26.2-30.7)
(28.6-33.8)
(31.7-38.1)
(34.1-41.7)
BOday
15.2
17.9
21.0
23.5
27.0
29.6
32.3
35.1
38.7
41.5
(14.3=16.2)-
-(16.8=19.1)'
(19.8"22.4)
(37.7-45.0)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estlmstes
(for a given duration and average recurrence Interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds
are not checked against probable maxsnum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more Information,
Back to Too

Hydrograph Summary Report
I (4 Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
Interval
(min)
Time to
peak
(min)
Volume
(CUR)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(it)
Maximum
storage
(cuR)
Hydrograph
description
1
SCS Runoff
2.43
1
722
7,114
1
—
—
1-YR,24HR POST DEV
2
Reservoir
0.03
1
1439
1,198
1
1
18.09
5,918
POND
Proj. file: 17035 PEB CAM JOH
SOF file: NEW, BERNADF
TRUn date: 10-17-2017

I
2 - Reservoir -1 Yr - Qp = 0.03 cfs
2.5
2.0
1.5
C3►
1.0
0.5
0.0
0 5 10 15 20 25
Time (hrs)
/ Hyd. 1 / Hyd. 2

Hydrograph Report Page 1 '
English
Hyd. No. 2
POND
Hydrograph type
= Reservoir
Peak discharge
= 0.03 cfs
Storm frequency
= 1 yrs
Time interval
= 1 min
Inflow hyd. No.
= 1
Reservoir name
= EXISTING POND
Max. Elevation
= 18.09 ft
Max. Storage
= 5,918 cuft
smmge malwPon me W u�
Total Volume = 1,196 cuff
Hydrograph
Discharge
Table
Time
Inflow
Elevation
Clv A. Clv B Clv C
Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs cfs
cfs cfs cfs cfs cfs cfs
11.80
0.42
17.53
0.00 ----- -----
----- ----- ----- ----- ----- 0.00
11.90
0.67
17.55
0.00 ----- -----
----- ----- ----- ----- ----- 0.00
12.00
1.95
17.59
0.00 ----- -----
----- ----- . ----- ----- ----- 0.00
12.10
1.77
17.67
0.01 ----- -----
----- ----- ----- ----- ----- 0.01
12.20
1.15
17.72
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
12.30
0.96
17.76
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
12.40
0.73
17.79
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
12.50
0.47
17.81
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
12.60
0.37
17.82
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
12.70
0.34
17.84
0.02 ----- -----
----- ----- ----- ----- - 0.02
12.80
0.31
17.85
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
12.90
0.29
17.86
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
13.00
0.26
17.87
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
13.10
0.24
17.87
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
13.20
0.24
17.88
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
13.30
0.23
17.89
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
13.40
0.22
17.90
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
13.50
0.22
17.90
0.02 --
-- -- - -- - 0.02
13.60
0.21
17.91
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
13.70
0.20
17.92
0.02 ----- -----
----- ----- ----- ----- ----- 0.02
13.80
0.20
17.93
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
13.90
0.19
17.93
0.03 ---- -----
----- ----- ----- ----- ----- 0.03
14.00
0.18
17.94
0.03 ---- -----
----- ----- ----- ----- - 0.03
14.10
0.18
17.94
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
14.20
0.17
17.95
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
14.30
0.17
17.95
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
14.40
0.16
17.96
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
14.50
0.16
17.96
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
14.60
0.16
17.97
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
14.70
0.15
17.97
0.03 ----- -----
----- ----- -- ----- ----- 0.03
14.80
0.15
17.98
0.03 --- -
-- --- - -- - 0.03
14.90
0.15
17.98
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
15.00
0.14
17.99
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
15.10
0.14
17.99
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
15.20
0.13
17.99
0.03 ----- -----
----- ----- ----- ----- ----- 0.03
15.30
0.13
18.00
0.03 -----
----- ----- ----- ----- ----- 0.03
Continues on next page

POND
Hydrograph Discharge Table
Page 2 19
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
Cfs Cfs cfs Cfs Cfs Cfs Cfs Cfs
cfs
15.40
0.13
18.00
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
15.50
0.12
18.00
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
15.60
0.12
18.01
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
15.70
0.11
18.01
0.03 ----- ----- ----- ----- ----- ---- -----
0.03
15.80
0.11
18.01
0.03 ---- ----- ----- ----- ----- ----- -----
0.03
15.90
0.11
18.02
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
16.00
0.10
18.02
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
16.10
0.10
18.02
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
16.20
0.10
18.02
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
16.30
0.10
18.02
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
16.40
0.09
18.03
0.03 ----- ---- ----- ----- ----- ----- -----
0.03
16.50
0.09
18.03
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
16.60
0.09
18.03
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
16.70
0.09
18.03
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
16.80
0.09
18.03
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
16.90
0.09
18.04
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
17.00
0.08
18.04
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
17.10
0.08
18.04
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
17.20
0.08
18.04
0.03 ---- ----- ----- ----- ----- ----- -----
0.03
17.30
0.08
18.04
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
17.40
0.08
18.04
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
17.50
0.07
18.05
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
17.60
0.07
18.05
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
17.70
0.07
18.05
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
17.80
0.07
18.05
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
17.90
0.07
18.05
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
18.00
0.08
18.05
0.03 ----- ----- ---- ----- ----- ----- -----
0.03
18.10
0.06
18.05
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
18.20
0.06
18.05
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
18.30
0.06
18.06
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
18.40
0.06
18.06
0.03 ---- ----- ----- ----- ----- ----- -----
0.03
18.50
0.06
18.06
0.03 ----- ----- ----- ----- ----- ----- -
0.03
18.60
0.06
18.06
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
18.70
0.06
18.06
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
18.80
0.06
18.06
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
18.90
0.06
18.06
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
19.00
0.06
18.06
0.03 ----- ----- ---- ----- ----- ----- -----
0.03
19.10
0.06
18.06
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
19.20
0.06
18.06
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
19.30
0.06
18.06
0.03 ----- --- ----- ----- ---- ----- -----
0.03
19.40
0.06
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
19.50
0.06
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
19.60
0.06
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
19.70
0.05.
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
19.80
0.05
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
19.90
0.05
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
20.00
0.05
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
20.10
0.05
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
20.20
0.05
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
Continues on next. page...

POND
Hydrograph Discharge Table
Page 3 � )1
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow,
(hrs)
cfs
ft
cfs cfs cfs cfs cfs cfs cfs cfs
cfs
20.30
0.05
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
20.40
0.05
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
20.50
0.05
18.07
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
20.60
0.05
18.07
0.03 ----- ----- ---- ----- ----- ----- -----
0.03
20.70
0.05
18.08
0.03 ----- ---- ----- ----- ----- ----- -----
0.03
20.80
'0.05
18.08
0.03 ---- ----- ----- ---- ----- ----- -----
0.03
20.90
0.05
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
21.00
0.05
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
21.10
0.05
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
21.20
0.05
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
21.30
0.05
18.08
0.03 -- ----- ----- ---- ---- ----- --
0.03
21.40
0.05
18.08
0.03 ----- ----- ----- ----- ---- ----- -----
0.03
21.50
0.04
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
21.60
0.04
18.08
0.03 ---- ----- ----- --- ----- ----- -
0.03
21.70
0.04
18.08
0.03 ----- ----- ----- ----= ----- ----- -----
0.03
21.80
0.04
18.08
0.03 ----- ----- ----- ----- ---- ----- -----
0.03
21.90
0.04
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
22.00
0.04
18.08
0.03 ----- ----- ----- ----- ----- ----- -
0.03
22.10
0.04
18.08
0.03 ----- ----- ---- - - -
0.03
22.20
0.04
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
22.30
0.04
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
22.40
0.04
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
22.50
0.04
18.08
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
22.60
0.04
18.08
0.03 ----- ----- ---- ----- - -
0.03
22.70
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
22.80
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
22.90
0.04
18.09
0.03 ----- -- ---- ----- ----- ----- -
0.03
23.00
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
23.10
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
23.20
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
23.30
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
23.40
0.04
18.09
0.03 ---- ----- ----- ----- --- ----- -
0.03
23.50
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
23.60
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
23.70
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
23.80
0.04
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
23.90
0.04
18.09
0.03 ---- ----- ----- ----- ----- ----- ---
0.03
24.00
0.00
18.09
0.03 ----- ----- ----- ----- ----- ----- -----
0.03
End

TR55 Tc Worksheet
Hyd. No. 1
1-YR,24HR POST DEVELOPMENT
Storm frequency = 1 yrs
Sheet Flow
Manning's n-value = 0.011
Flow length = 100.0 ft
Two-year 24-hr precip. = 4.44 in
Land slope = 0.5 %
Travel Time ........................................ = 1.8 min
Shallow Concentrated Flow
Flow length
= 25 ft
Watercourse slope
= 0.5 %
Surface description
= Unpaved
Average velocity
= 1.14 ft/s
Travel Time ........................................
= 0.4 min
Channel Flow
Cross section flow area
= 0.0 sqft
Wetted perimeter
= 0.0 ft
Channel slope
= 0.5 %
Manning's n-value
= 0.015
Velocity
= 0.00 ft/s
Flow length
= 0.0 ft
Travel Time ........................................
= min
Total Travel Time, Tc ........................ = 2.2 min
Page 1
©I

Reservoir Report
Reservoir No. 1 - EXISTING POND
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage
Elevation
ft
ft
0.00
17.50
0.50
18.00
1.00
18.50
1.50
19.00
Contour area Incr. Storage Total storage
sqft cuft cult
8,459
0
0
11,116
4,894
4,894
11,993
5,777
10,671
12,764
6,189
16,860
Page 1
English
Culvert 1 Orifice Structures
(,V
Weir Structures
]
[C] [D]
[A]
[B]
[C]
[D]
Rise in
= 1.3
0.0
0.0 0.0
Crest Len ft
= 6.3
0.0
0.0
0.0
Span in
= 1.3
0.0
0.0 0.0
Crest El. ft
= 18.50
0.00
0.00
0.00
No. Barrels
0
0 0
Weir Coeff.
= 3.00
3.00
0.00
0.00
Invert El. ft
= 17.50
0.00
0.00 0.00
Eqn. Exp.
= 1.50
1.50
0.00
0.00
Length ft
= 0.1
0.0
0.0 0.0
Multistage
= No
No
No
No
Slope %
= 1.00
0.00
0.00 0.00
N-Value
= .013
.013
.013 .000
Cirif. Coeff.
= 0.60
0.60
0.60 0.00
Multistage
= -----
No
No No
Tailwater Elevation =
0.00 ft
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A
ft tuft ft cfs
0.00
0
17.50
0.00
0.50
4,894
18.00
0.03
1.00
10,671
18.50
0.04
1.50
16,860
19.00
0.05
Mote: All ou to have been analt ed under Inbt and outlet mnb,ol.
Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
cfs cfs cfs cfs cfs cfs cfs cfs
--- --- --- 0.00 --- --- --- 0.00
- --- 0.00 --- --- --- 0.03
-- --- 0.00 --- --- --- 0,04
--- --- --- 6.66 --- --- --- 6.71
i

i
For DENR Use ONLY
,IR�] No �
Submits,: C—
North Carolina Department of Environment and
Natural Resources suo�,a
NCDENR Request for Express Permit Review
FILL-IN 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 file) and vicinity map (same items expected in the application
acp kage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 826.2964698;alison.davidsonO)ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791.4203; daviddeeO,ncdenrgov
• Mooresville B Winston Salem Region - Patrick Grogan 704-235.2107 orpatrickgroganoncdenr poy
• Washington Region -Lyn Hardison 252-948.3842 or lvn.hardisonOncdenroov
• Wilmington Region -Cameron Weaver 910.796-7303orcameron.weaveit2ncelenrgov
NOTE.' Project application received after 12 noon will be stamped in the following work day.
Project Name: CONSTRUCT CAMP JOHNSON MCCS FEB 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: NEAL.PAULt?a USMC.MIL
Physical Location:NEUSE ROAD CAMP JOHNSON AREA
related to this Project
SW'__
SW
SW
NPDES`___
NPDES _
Wo .
WQ
E&S _
E&S _
Other
Project Drains into WILSON BAY waters — Water classification SC, HQW, NSW (for classification see-
hffld://portal.ncdenr.org!web "11>slcs(i/classifications)
Project Located in WHITE OAK River Basin, Is project draining to class ORW waters? N, within''/, mile and draining to class SA waters Nor within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant: J. KEVIN AVOLIS, PE Company: AVOLIS ENGINEERING, PA
Address: P.O. BOX 15564 City: NEW BERN, State: NC Zip: 28561-_
Phone: [phone], Fax: _-_- Email: [e-mail] JUL 3 1 2011
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE an
$_ # JOBS
SECTION ONE: REQUESTfNG A SCOPING MEETING ONLY
❑ Seeping Meeting ONLY ❑ DWO, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM A$J YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermitlentlPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear it or _acres)
El Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Varance
® 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 _ If Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density-Sio-Retenfion _# Treatment Systems ❑ High Density —SW Wetlands _ It Treatment Systems
❑ High Density -Other _ # Treatment Systems /® MOD:® Major ❑ Minor ElPlan Revision ❑ Redev. Exclusion SW 8080649 (Provide penny#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scalding and express meeting reyuest)
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
DENR use
Fee Split for multiple permits: (Check# ) Totai FeeAmounf d
SUBMITTAL DATES
I Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal; ❑ Min)
S
SW (❑ HD, ❑ LD, ❑Gen)
$
401:
$
LQS
S
Stream Deter,..__
$
NCDENR EXPRESS January 2014

Stormwater Narrative
Construct PEB, Camp Johnson
MC8 Camp Lejeune, North Carolina
Construction Contract No. N40085-17-B-0060
Marine Corps Base Camp Lejeune, North Carolina is proposing to construct a new pre-engineered metal
building adjacent to the MCCS facilities located off of Neuse Road in the Camp Johnson area of Marine
Corps Base, Camp Lejeune. Specifically, it is proposed that a new 5,348 ft.' classroom building with
administrative offices be constructed. The facility will be constructed adjacent to the existing facilities in
this area.
The existing facilities were constructed in 2009. At the time of construction, a Coastal Stormwater
Permit was secured. Stormwater Permit SW8 080649 was issued on July 28, 2008. The Stormwater
Permit covered the full extent of construction that exists in this area. All the facilities originally designed
were constructed including two stormwater retention basins, one for each drainage basin within the
original project. The basins been constructed and an engineer certification for the project was submitted
in October 2009.
The proposed pre-engineered metal building will be constructed within the within the limits of Drainage
Area #2 of the original permit. This dlainaee boundary is proposed to be expanded slightly in order to
encompass the entire scope of new construction. it is proposed that the drainage area be increased in
size by 1,915 ft.' It is proposed that all runoff from the new construction be routed to the existing
stormwater retention pond constructed associated with Drainage Basin #2. An additional 5,508 ft.' of
new impermeable surfaces will be added to the drainage basin. The percent built -upon resulting from
the proposed construction for the drainage basin is 53.64%.
As originally designed, Stormwater Retention Basin #2 was constructed with excess capacity; although,
no future development was allocated on the project permit. As designed and constructed, the existing
Stormwater basin will not require any significant modifications in order to treat the additional runoff
generated from the additional impermeable surfaces. In excess of the 1.5 inch runoff volume is
contained within the existing Stormwater basin. The stormwater basin is properly sized in accordance
with the current Stormwater Rules. It is proposed that the orifice diameter on the outlet structure be
modified to ensure that stormwater discharge occurs between the two and five day limits established by
the Rules.
The project drains to Wilson Bay. This water body has a surface water classification of SC, HOW, NSW
and a stream index of 19-14.
No wetlands exist within the limits of the proposed project.

j....CKSONVIL
PROJECTOR
0" SITE
0
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FLORENCE RD
0�4
mford Landing
ON
300 0 150 300 600
GRAPHIC SCALE: 1 300'
AVOLIS ENGINEERING, P.A. SITE LOCATION MAP
Civil and Environmental Engineering CONSTRUCT PEB CAMP JOHNSON
P.O. BOX 15564 NEW BERN. NORTH CAROLINA 28561 MARINE CORPS BASE
PHONE: [phone] CAMP LEJEUNE, NORTH CAROLINA
LICENSE NO. C-0706

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Weaver, Cameron
From:
Avolis Engineering, P.A. <[e-mail]>
Sent:
Monday,'July 31, 2017 3:27 PM
To:
Weaver, Cameron
Cc:
Thomas C Bradshaw
Subject:
Construct Camp Johnson MCCS PEB
Attachments:
Stormwater Narrative -Construct Camp Johnson MCCS PEB.pdf; Request for Express
Permit Review -Construct Camp Johnson MCCS PEB.pdf; SITE PLAN.pdf; USGS.pdf
Good Afternoon Cameron!
Please find attached our Request for Express Permit Review for the above referenced project consisting of the
following:
Request for Express Review Form
Stormwater Narrative
Site Plan
Vicinity Map
Thanks and have a great afternoon!
Beth Simmons
Avolis Engineering, PA
252.633.0068
In
r
t

North Carolina Department of Environmental Quality
Pat McCrory
Governor
September 28, 2015
Mr. Neal Paul, Deputy Public Works Officer
MCB Campp LeJeune
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: USMC Stormwater Permit Extensions (75 Permits — See Attachment A)
Onslow County
Dear Mr. Paul:
Donald R. van der Vaart
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any development approval issued by
the Division of Energy, Mineral and Land Resources under Article 21 of Chapter 143 of the General Statutes, which is
current and valid at any point between January 1, 2008, and December 31, 2010, The law extends the effective period of
any stormwater permit that was set to expire during this time frame up to three (3) years from its current expiration date.
On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for an extension of up to
four (4) years.
As a result,120 USMC Camp Lejeune permits are impacted. Of the 120 permits, 45 permits have previously been
issued extensions and 75 permits have been extended effective today. This is summarized in Attachment A.
If you have any questions, need additional copies of the permit or approved plans, please contact Kelly Johnson with
DEMLR in the Wilmington Regional Office at [phone].
Sincerely,
7f Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: IIIStormwaterlPermits & Pro ectsl Each permit file
cc: Ic ae ayor, ayor vraemai only, [e-mail])
Wilmington Regional 0 ice Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] / Fax: [phone] • Internet: http://portal.ncdenr.org/web/Ir/
An Equal Opportunity 1 Affirmative Action Employer —Made in part by recycled paper

Attachment A - USMC Projects - Permit Extensions - 9/29/15
1
2
3
4
5
6
7
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
Permit Number
Permit
Version ...
Original.
Issued
-
Issued Date
Expiration
Date
New Expiration Date
Comments
SW8000401
2
05-16-2000
10-13-2009
05-16-2020
05-16-2024
Extended 9/29/15
SW8010420
1.4
07-03-2001
11-07-2005
11-07-2015
11-07-2019
Extended 9/29/15
SW8011222
2
06-06-2002
12-28-2011
06-06-2022
06-06-2026
Extended 9/29/15
SW8030406
1
06-26-2003
06-26-2003
06-26-2013
1 06-26-2017
Extended 9/29/15
SW8030913
1.3
11-18-2003
06-24-2010
09-21-2019
09-21-2023
Extended 9/29/15
SW8040912
1
01-23-2006
01-23-2006
01-23-2016
01-23-2020
Extended 9/29/15
SW8050817
1.1
09-29-2005
12-18-2008
09-29-2015
09.29-2019
Extended 9/29/15
SW8050830
1.1
05-04-2006
06-02-2011
05-04-2016
05.04-2020
Extended 9/29/15
SW8050925
1
03-13-2006
03-13-2006
03-13-2016
03-13-2020
Extended 9/29/15
SW8051018
1.2
12-13-2005
07-30-2009
12-13-2015
12-13-2019
Extended 9/29/15
SW8051065
1
03-14-2006
03-14-2006
03-14-2016
03-14-2020
Extended 9/29/15
SW8060110
1
02-02-2006
02-02-2006
02-02-2016
02-02-2020
Extended 9/29/15
SW8060137
1
03-03-2006
03-03-2006
03-03-2016
03-03-2020
Extended 9/29/15
SW8060147
1
07-13-2010
07-13-2010
07-13-2020
12-31-2021
Extended 9/29/15
SW8060309
1
05-01-2006
05-01-2006
05-01-2016
05-01-2020
Extended 9/29/15
SW8060323
1.2
04-10-2006
10-18-2010
04-10-2016
04-10-2020
Extended 9/29/15
SW8070108
1.2
03-21-2007
01-04-2011
08-19-2019
08-19-2023
Extended 9/29/15
SW8070239
1
03-28-2008
03-28-2008
03-28-2018
12-30-2021
Extended 9/29/15
SW8070708
1
07-16-2007
07-16-2007
07-16-2017
07-16-2021
Extended 9/29/15
SW8070831
1
07-11-2008
07-11-2008
07-11-2018
12-30-2021
Extended 9/29/15
SW8070925
1
10-10-2007
10-10-2007
10-10-2017
10-10-2021
Extended 9/29/15
SW8071034
1.1
12-13-2008
09-23-2010
12-13-2017
03-22-2019
Extended 9/29/15
SW8080126
1
02-06-2008
02-06-2008
02-06-2018
12-31-2021
Extended 9/29/15
SW8080510
1
05-30-2008
05-30-2008
05-30-2018
12-30-2021
Extended 9/29/15
SW8080521
1
06-03-2008
06-03-2008
06-03-2018
12-30-2021
Extended 9/29/15
SW8080522
1.1
06-17-2008
08-11-2011
06-17-2018
11-06-2018
Extended 9/29/15
SW8080649
1
07-23-2008
07-23-2008
07-23-2018
12-30-2021
Extended 9/29/15
SW8080653
1
11-19-2008
11-19-2008
11-19-2018
12-30-2021
Extended 9/29/15
1of5

Attachment A - USMC Proierts - Permit Fxtentiont - 9/79/1 S
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
Pe►mit Numbe►
Permit
Version
Original
Issued Date
Issued Date
IExpiration
Date
New Expiration Date
Comments
SW8080714
1
07-21-2008
07-21-2008
07-21-2018
12-30-2021
Extended 9/29/15
SW8080715
1
08-01-2008
08-01-2008
08-01-2018
12-30-2021
Extended 9/29/15
SW8080728
1
07-28-2008
07-28-2008
07-28-2018
12-30-2021
Extended 9/29/15
SW8080734
1
08-15-2008
09-15-2008
09-15-2018
12-30-2021
Extended 9/29/15
SW8080927
1
10-21-2008
10-21-2008
10-21-2018
12-30-2021
Extended 9/29/15
SW8080931
1.1
10-09-2008
09-27-2011
10-09-2018
01-12-2019
Extended 9/29/15
SW8080932
1
10-17-2008
10-17-2008
10-17-2018
12-30-2021
Extended 9/29/15
SW8080933
1
10-20-2008
10-20-2008
10-20-2018
12-30-2021
Extended 9/29/15
SW8080936
1
11-03-2008
11-03-2008
11-03-2018
12-30-2021
Extended 9/29/15
SW8080944
1
11-21-2008
11-21-2008
11-24-2018
01-02-2022
Extended 9/29/15
SW8080945
1A
11-06-2008
11-17-2011
11-06-2018
12-20-2018
Extended 9/29/15
SW8080950
1
12-03-2008
12-03-2008
12-03-2018
12-30-2021
Extended 9/29/15
SW8081016
1A
12-03-2008
02-16-2011
12-03-2018
10-17-2019
Extended 9/29/15
SW8081113
1
04-08-2009
04-08-2009
04-08-2019
12-30-2021
Extended 9/29/15
SW8090108
1
04-20-2009
04-20-2009
04-20-2019
12-30.2021
Extended 9/29/15
SW8090116
1
03-18-2009
03-18-2009
03-18-2019
12-30-2021
Extended 9/29/15
SW8090117
1
03-13-2009
03-13-2009
03-13-2019
12-30-2021
Extended 9/29/15
SW8090330
1
04-23-2009
04-23-2009
04-23-2019
12.30-2021
Extended 9/29/15
SW8090407
1
05-12-2009
05-12-2009
05-12-2019
12-30-2021
Extended 9/29/15
SW8090412
1
07-07-2009
07-07-2009
07-07-2019
12-30-2021
Extended 9/29/15
SW8090517
1.1
08-31-2009
08-26-2011
08-31-2019
01-05-2020
Extended 9/29/15
SW8090625
1
07-28-2009
07-28-2009
07-28-2019
12-30-2021
Extended 9/29/15
SW8090632
1
07-02-2009
07-02-2009
07-02-2019
12-30-2021
Extended 9/29/15
SW8090710
1
11-16-2009
11-16-2009
11-16-2019
12-30-2021
Extended 9/29/15
SW8090714
1
09-15-2009
09-15-2009
09-15-2019
12-30-2021
Extended 9/29/15
SW8090810
1
09-04-2009
09-04-2009
09-04-2019
12-30-2021
Extended 9/29/15
SW8090814
1
10-26-2009
10-26-2009
10-26-2019
1230-2021
Extended 9/29/15
SW8090912
1
10-06-2009
10-06-2009
10-06-2019 1
12-30-2021
Extended 9/29/15
2of5

Attachment A - USMC Prnierts - Permit Fxtensinns - 9/29/1 S
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
1
2
3
4
5
6
7
N
Permit Number
Permit
Version
Original
Issued Date
Issued Date
Expiration
Date
New Expiration Date
-
Comments
SW8090913
1
10-01-2009
10-01-2009
10-02-2019
12-31.2021
Extended 9/29/15
SW8090918
1
12-01-2009
12-01-2009
12-01-2019
12-30-2021
Extended 9/29/15
SW8091109
1
01-15-2010
01-15-2010
01-15-2020
12-30-2021
Extended 9/29/15
SW8091111
1.1
05-07-2010
03-17-2011
05-07-2020
02-20-2021
Extended 9/29/15
SW8100214
1
05-07-2010
05-07-2010
05-04-2020
12-28-2021
Extended 9/29/15
SW8101106
1
12-09-2010
12-09-2010
12-09-2020
12-31-2021
Extended 9/29/15
SW8921101
1.1
12-16-1992
01-17-2007
01-17-2017
01-17-2021
Extended 9/29/15
SW8950708
2
01-08-1996
02-18-2008
02-18-2018
02-18-2022
Extended 9/29/15
SW8950710
2
10-19-1995
02-19-2008
02-19-2018
02-19-2022
Extended 9/29/15
SW8960103
2
03-07-1996
07-08-2008
07-08-2018
07-08-2022
Extended 9/29/15
SW8960509
2
11-04-1996
06-03-2008
06-03-2018
06-03-2022
Extended 9129/15
SW8970205
2
09-02-1997
03-07-2008
03-07-2018
03-07-2022
Extended 9/29/15
SW8970219
2
10-23-1997
04-14-2010
10-23-2017
10-23-2021
Extended 9/29/15
SW8970408
2
05-15-1997
03-12-2008
03-12-2018
03-12-2022
Extended 9/29/15
SW8970618
1.2
01-28-1998
06-17-2010
09-15-2019
09-15-2023
Extended 9/29/15
SW8970847
2
01-28-1998
03-07-2008
03-07-2018
03-07-2022
Extended 9/29/15
SW8970927
2
06-25-1998
03-07-2008 -
03-07-2018
03-07-2022
Extended 9/29/15
SW8990624
2
10-22-1999
10-09-2009
10-22-2019
10-22-2023
Extended 9/29/15
SW8990848
2
11-01-1999
10-09-2009
11-01-2019
11-01-2023
Extended 9/29/15
SW8010431
1.1
08-08-2001
01-10-2005
01-10-2015
01-10-2019
Previously Extended
SW8010640
2
09-18-2001
02-02-2011
09-18-2025
09-18-2029
Previously Extended
SW8010817
1.1
03-21-2002
12-16-2002
12-16-2012
12-16.2016
Previously Extended
SW8011202
1
06-17-2002'
06-17-2002
06-17-2012
06-17-2016
Previously Extended
SW8020113
1.1
06-28-2002
08-20-2009
06-28-2012
06-28-2016
Previously Extended
SW8020319
1.1
07-26-2002
11-18-2011
11-18-2021
11-18-2025
Previously Extended
SW8020320
1
06-28-2002
06-28-2002
06-28-2012
06-28-2016
Previously Extended
SW8020504
1
08-12-2002
08-12-2002
08-12-2012
08-12-2016
Previously Extended
SW8020611
1
08-16-2002
08-16-2002
08-16-2012
1 08-16-2018
Previously Extended
3 of 5

Attachmpnt A - IKMC Prniprtc - Permit Fvtpncinnc - Q/)Q/1 S
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
.26
27
28
29
30
31
32
33
34
35
36
37
Permit Number
Permit
Version
Original
Issued Date
Issued Date
Expiration
Date
New Expiration Date
Comments
SW8020612
1
08-16-2002
08-16-2002
08-16-2012
08-16-2016
Previously Extended
SW8020725
1
11-05-2002
11-05-2002
11-05-2012
11-05-2016
Previously Extended
SW8020911
1
12-13-2002
12-13-2002
12-13-2012
12-13-2016
Previously Extended
SW8030720
1.3
12-12-2003
12-20-2010
01-26-2015
01-26-2019
Previously Extended
SW8060832
1.1
10-06-2006_
02-16-2007
10-06-2016
10-06-2020
Previously Extended
SW8070847
2.1
01-24-2008
12-16-2011
07-11-2018
07-26-2018
Previously Extended
SW8070926
1.4
11-16-2007
12-22-2011
11-16-2017
11-16-2021
Previously Extended
SW8071213
1
01-28-2008
01-28-2008
01-28-2018
12-31-2021
Previously Extended
SW8080206
1
03-13-2008
03-13-2008
03-13-2018
12-30-2021
Previously Extended
SW8080301
1.1
04-29-2008
12-11-2008
04-29-2019
05-18-2022
Previously Extended
SW8080313
1
04-29-2008
04-29-2008
04-29-2018
12-30-2021
Previously Extended
SW8080740
1.1
08-22-2008
12-11-2009
08-22-2018
09-10-2020
Previously Extended
SW8080813
1.1
09-25-2008
07-08-2011
09-25-2018
03-20-2019
Previously Extended
SW8080907
1.1
10-08-2008
04-07-2010
10-08-2018
07-02-2020
Previously Extended
SW8081007
1
12-12-2008
12-12-2008
12-12-2018
12-30-2021
Previously Extended
SW8081015
1.2
01-21-2009
04-01-2011
01-20-2019
10-21-2019
Previously Extended
SW8081202
1.1
03-06-2009
08-04-2011
03-06-2019
08-02-2019
Previously Extended
SW8090630
1.3
02-08-2010
06-01-2011
02-08-2020
09-08-2020
Previously Extended
SW8090815
1.1
02-01-2010
04-11-2011
02-01-2020
10-22-2020
Previously Extended
SW8090901
1.1
12-14-2009
03-24-2011
12-14-2019
09-21-2020
Previously Extended
SW8090925
1.1
10-16-2009
02-01-2011
02-01-2021
12-31-2021
Previously Extended
SW8091108
1.1
08-27-2010
10-04-2011
08-27-2020
11-23-2020
Previously Extended
SW8091113
1
04-13-2010
04-13-2010
04-14-2020
01-01.2022
Previously Extended
SW8100406
1
06-28-2010
06-28-2010
06-28-2020
12-31-2021
Previously Extended
SW8100502
1
09-27-2010
09-27-2010
09-27-2020
12-31-2021
Previously Extended
SW8100701
1
09-30-2010
09-30-2010
09-30-2020
12-31-2021
Previously Extended
SW8960117
2
08-06-1996
02-19-2008
02-19-2018
02-19-2022
Previously Extended
SW8960329
2.1
07-09-1996
07-09-2010
02-20-2018
02-20-2022
Previously Extended
4of5

Attachment A - USMC Projects - Permit Extensions - 9/29/15
38
39
40
41
42
43
44
45
Permit Number
Permit
Version
Original
Issued Date
Issued Date
Expiration
Date
New Expiration Date
Comments
SW8960501
1.1
09-18-1996
12-08-2004
12-08-2014
12-08-2018
Previously Extended
SW8960815
2
10-29-1996
07-14-2008
07-14-2018
07-14-2022
Previously Extended
SW8961204
2
06-30-1997
06-20-2008
06-20-2018
06-20-2022
Previously Extended
SW8970136
2
02-10-1997
07-08-2008
07-08-2018
07-08-2022
Previously Extended
SW8980204
1.1
10-02-1998
07-06-2005
07-06-2015
.07-06-2019
Previously Extended
SW8980401
2
10-28-1998
06-03-2008
06-03-2018
06-03-2022
Previously Extended
SW8990850
2.1
02-03-2000
12-09-2011
02-03-2020
02-03-2024
Previously Extended
SW8991135
1 2
08-09-2000
10-28-2009
08-09-2023
08-09-2027
Previously Extended
5of5