HomeMy WebLinkAboutSW8091109_CURRENT PERMIT_20220826STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 U 1110 9
DOC TYPE
* CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 22 O % 2lv
YYYYMMDD
ROY COOPER
Governor
ELIZABETH S. BISER
secretary
BRIAN WRENN
Director
August 26, 2022
Marine Corps Base Camp Lejeune
Attn: Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 091109
LMCC Parking Lot
Onslow County
Dear Mr. Paul:
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been 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 permits issued prior to August 1, 2013 until they are modified.
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on August 10, 2022. The Division is hereby notifying you that permit SW8091 109 has been
renewed, updated, and re -issued on August 26, 2022, as attached. Please be aware that the renewal and re -
issuance of this stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until December 30, 2029 and does not supersede any other agency permit that may
be required. The project shall be subject to the conditions and limitations as specified therein. This permit does
not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with abetter understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 15013 of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at (910) 796-7215 or ashleym.smith@ncdenr.gov.
Sincerely,
ckii m
.9": Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/ams: %Stormwater\Permits & Projects\2009\091109 HD\2022 08 permit 091109
cc: Wilmington Regional Office Stormwater File
rim � +, North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
Post -Construction Stormwater Management
Permit No. SW8 091109
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article; 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
US Marine Corps Base Camp Lejeune
LMCC Parking Lot off Holcomb Boulevard
Holcomb Boulevard, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred to as the "stormwater
rules') and as outlined in the application, approved stormwater management plans, supplement,
calculations, operation and maintenance agreement, recorded documents, specifications, and other
supporting data (the "approved plans and specifications") as attached and/or on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR"). The
project shall be constructed, operated and maintained in accordance with these approved plans and
specifications. The approved plans and specifications are incorporated by reference and are
enforceable part of this permit.
This permit shall be effective from the date of issuance until December 30, 2029 and shall be subject
to the following specified conditions and limitations. The permit issued shall continue in force and
effect until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission, however, these actions do not stay any condition. 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 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.7 of this permit. The stormwater control has been designed to handle
the runoff from 22,446 square feet of impervious area.
3. A 50' wide vegetative buffer must be provided adjacent impounded structures, streams, rivers
and tidal waters.
4. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans.
5. 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.
Page 1 of 5
Post -Construction Stormwater Management
Permit No. SW8 091109
NJ
The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system.
The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres:
Onsite, ftz:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite, ftz:
Offsite, ft2:
C. Design Storm, inches:
d. Average Pond Design Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
k. Controlling Orifice:
I. Orifice flowrate, cfs:
M. Permitted Forebay Volume, ft3:
n. Fountain Horsepower
o. Receiving Stream/River Basin-
P. Stream Index Number:
q. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.15
50,103
None
22,446
22,446
None
1.5
3.0
90%
18.67
8,875
3,137
19.0
1.44
1.25" fd pipe
0.01
6,109
N/A
Bearhead Creek / White Oak
19-20-1
"SB; NSW'
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary to assure the
permitted stormwater system functions at the design condition. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
Page 2 of 5
Post -Construction Stormwater Management
Permit No. SW8 091109
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.
7. 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.
8. Decorative spray fountains will not be allowed in the stormwater treatment system, as the
permanent pool volume is less than 30,000 cubic feet.
9. Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded easements at all times.
10. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Other modifications as determined by the Director.
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.
III. GENERAL CONDITIONS
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
2. PERMIT RENEWAL. 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).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
Page 3 of 5
Post -Construction Stormwater Management
Permit No. SW8 091109
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of
the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur
V. The assignment of declarant rights to another individual or entity,
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. 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. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
e. OBTAINING COMPLIANCE. 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 modified plans and certification in writing to the Director that the
changes have been made.
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Page 4 of 5
Post -Construction Stormwater Management
Permit No. SW8 091109
Permit renewed, updated and reissued this the 26th day of August 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
20
fBrian VvrenrF Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 091109
Page 5 of 5
Attachment C - Permitting History
LMCC Parking Lot
Permit No. SW8 091109
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
1/15/2010
Original
Approval
1.0
construction, operation and maintenance of a wet detention
pond in compliance with the provisions of 15A NCAC 2H .1000
and Session Law 2008-21 I; The stormwater control has been
designed to handle the runoff from 22,446 square feet of
impervious area
8/26/2022
Renewal
2.0
Expires December 30, 2021
Permit Number: s112ZI
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced imtediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
rVegetation is too short or too
Maintain vegetation at a height of
approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.4
Page 1 of 4
r
Permit Number:
0
C
Z
a
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the.
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra in .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 2 of 4
.. r
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.27 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 4.27 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
14.4
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
I ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation L18.67
Sediment Removal Elevation 14.4 Volumt
-- --------------------- ------
Bottom Elevation
MAIN POND
BJAN 1 4 2010
Page 3 of 4
I -ft n.
Sedimem
Storage
Permit Number:
(to be provided by DWQ
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:LMCC Parking Lot off Holcomb
BMP drainage area number:
Print
Title:DDe uty Public Works Officer
Address:Bldg. 1005 Michael Rd., Camp Lejeune NC 28547
Date: %d2 —A)
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of 0i/✓/0/J , do hereby certify that
personally appeared before me this ,Z7
day of lV4ez4�_, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
=ALICENETTE
bllc
unty
Carolina
d Oct 23, 2010
SEAL
My commission expires o -(Or% ofolo
=BY: -
Form SW401-Wet Detention Basin O&M-Rev.4
Page
4 of 4
NC DEO Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 091109
2. Project name: LMCC Parking Lot off Holcomb Blvd
3. Project street address: XXX
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https:Hdeg.nc.gov/abouUdivisions/energy-
m i neral-land-resources/energv-mineral-land-rules/sto rmwater-prog ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://cleg. nc.gov/about/divisions/energv-mineral-land-
resources/energv-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP
6. Phone: (910) 451-2213 Email: ni=_al.paui@usmc.mil
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018
C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HOW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
MCT 1. A permit application processing fee of $505.00 payable to NCDEQ.
MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LL.C) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
MCT 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum 13UA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
MCT 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MCT 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
MCT 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 1 SA NCAC 2H. 1043(3)(b).
httos://www.sosnc.gov/online services/search/by title/ Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018
D. PERMITTEE'$-�TIFICAT
I, QQr//�� h^j , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownerships. Il information provided on this permit renewal application is, to the best of my
Signature:
NOTARIZATION:
that
v.OXson
"N61, , County of
rN . L-bW to-r-
this the ZC) day of J
LJ
execut` al'the forgoing instrument. Witness my hand and official seal,
.�
(kf�\'... FiQsO
'y :2=
=o
o'i�,` ��2 026-
'KAyG r�Tpljp$ `` .Slcpires
Date: 7/L4l y%
a Notary Public for the State of
do hereby certify
personally appeared before me
20 22, and acknowledge the due
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018
UtMLH USE UNLY
Date Re eivu d�
Fee Paitl
Permit Number
S1 t0 a-;,
eolfa1tuu17c� F `�
w& O /
NC DEO Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
pilbr to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SWB 091109
2. Project name: LMCC Parking Lot off Holcomb Blvd
3. Project street address: XXX
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted? N/A
If the project has changed from the original approved plans, please complete SWU-101 for
Modification or Minor Modification Application form available at: httns:/Ideci.nc.gov/abouVdil
B. PERMITTEE INFORMATION
It changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at. �.J/dea.nc.aov/abouI/divisions/eneipy-mineral-land-
resources/eneravmineral-land-rules/stormwaler-progLam/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp U'cune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP : 28547-2521
5. Street Address:
City: State:
6. Phone: (910) 451-2213 Email: neal.paul®usmc.mil
ZIP:
iL i��„11 �•�_
AUG 10 2022
Stormwater Permit Renewal Form
Page 1 of 3
May 11, 2018
-
'..f.'�7 K•'�'�� �._..
J
yCwJ=%[ --'R'- y •, .:'y;}Ja ca ,F :j' _ LA uti ✓, -`:n3
C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HOW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
)CT 1. A permit application processing fee of $505.00 payable to NCDEO.
MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LILC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;'
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner,
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
MCT 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
MCT 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MCT 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
MCT 6. (IF APPLICABLE) If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE) When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
httns://www.sosnc.aov/online services/search/by: title/ Business Remffiration
AUG 10 2022
By:_ _'__ ____-
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018
i"w ."� �.: „.✓'r ems'^t+�t"J a.°3'.r, .,..«::`t' �'�fie �r� nw�.��fn''f }Yi Ic � Y7 -N.,� LYfl Gr.J` u i s , �.Y
D. PERM ITTEEWIFI CATION_I,— A - Lw4k' __ the person legally responsible for the permit, certify that I have
a copy of the Permit and 0&M Agreement on site`(or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownershipII information provided on this permit renewal application is, to the best of my
knowledge and co¢lple
Signature: Date: 7 to yL
NOTARIZATION:
'ublic for the State of
do hereby certify
appeared before me
this the ZO day of Jo i �, 20 2 _, and acknowledge the due
execl{tiggrgf the forgoing instrument. Witness my hand and official seal,
III
AUG 10 2022fl
r
�a
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018
'�`_.r r _t �- u y. �� ✓,rr .�-L:` tS .�'�ii�-:�1,.;%« � -ti'4;; ;,; c-" .. Fin _•_''K i.� 9'+�-�'±.�,;,,;, ".. �_: fi
Permit Nl_ G*
(to be provided by DWO)
Amp of W A rFq
NCDENR A
y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o c
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project name LMCC Parking Lot Holcomb Blvd.
Contact person Howard Resnik
Phone number 910-791-441
Date 1/1312010
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area, post -development
%impervious
Design rainfall depth
Storage Volume: Non-SAWaters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Fonn SW401-Wet Detention Basin-Rev1-9/17/09
_ 50,103 e
22,446 fe
44.80 %
1.5 in
2,839 ff3 OK
3,137 rya
_ OK, volume provided is equal to or in excess of volume required.
tt3
ff3
ff3
ff3
It
_ y (Y or N)
_ 3.8 in
0.20 (unitless)
0.54 (unifless)
0.16 inlhr OK
_ 144 ft3/sec
_ 3.89 ft3/sec
2.45 ff3/sec
19.00 trust
18.67 fmsl
_ 18.67 imsl
19.17 final
- 18.17 fmsl Data not needed for calculation option #1, but OK if provided.
14.42 fmsl
13.00 fmsl Data not needed for calculation option #1, but OK if provided.
1.42 It
n (Y or N)
19.0 fmsl OK
dV--�Z� 1 V L' D
JAN 1 4 2010
BY:
Parts I. 8 II. Design Summary, Page 1 of 2
Permit No.
(to be provded by DWO)
IL DESIGN INFORMATION -
Surface Areas
Area, temporary pool 10,136 ft'
Area REQUIRED, permanent pool _ 2,520 ft'
SAIDA ratio _ 5.03 (unitless)
Area PROVIDED, permanent pool, Am p,, 8,875 ft` OK
Area, bottom of 1Oft vegetated shelf, Aye, mef _ 7,094 ft`
Area, sediment cleanout, top elevation (bottom of pond), Am,,1 299 ft`
Volumes
Volume, temporary pool
3,137 ft3
OK
Volume, permanent pool, Va,,,,y,
_
_ 28,355 ft'
Volume, forebay (sum of forebays if more than one forebay)
6,109 tt3
Forebay %of permanent pool volume
_
21.5% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
_
y (Y or N)
Mountain/Piedmont SAIDA Table Used?
n (Y or N)
SAIDA ratio
_
5.03 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
_ y (Y or N)
Volume, permanent pool, Vre,_PW
28,355 ft'
Area provided, permanent pool, A,.-P y
8,875 ft`
Average depth calculated
_
3.19 It
OK
Average depth used in SAIDA, it., (Round to nearest O.Sft)
_
3.0 If
OK
Calculation option 2 used? (See Figure 10-2b)
(Y or N)
Area provided, permanent pool, A...
_
8,875 e
Area, bottom of 1 Oft vegetated shelf, Awe ,I, i,
7,094 ft'
Area, sediment cleanout, top elevation (bottom of pond), A,,_,,
1,299 ft'
"Depth' (distance bhv bottom of 1Oft shelf and lop of sediment)
3.75 It
Average depth calculated
_
It
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
_
It
Drawdown Calculations
Drawdown through orifice?
y (Y or N)
Diameter of orifice (if circular)
1.25 in
Area of orifice (if -non -circular)
_
in'
Coefficient of discharge (CD)
_
0.60 (uni0ess)
Driving head (Ho)
0.11 It
Drawdown through weir?
_
n (Y or N)
Weir type
_ (unitless)
Coefficient of discharge (C.)
_ (unitless)
Length of weir (L)
It
Driving head (H)
It
Pre -development 1-yr, 24-hr peak Flow
1.44 ft'/sec
Post -development 1-yr, 24-hr peak Flow
_
3.89 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
_ 0.01 ft3lsec
Storage volume drawdown time
2.67 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
_
10.0 It
OK
Length of towpath to width ratio
_
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
_
y (Y or N)
OK
Freeboard provided
_
1.0 If
OK
Vegetated filter provided?
n (Y or N)
OK
Recorded drainage easement provided?
_
n (Y or N)
Insufficient. Recorded drainage easement required.
Captures all runoff at ultimate build -out?
y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
giutahlg-pump
Fonn SW401-Wet Detention Basin-Rev.8-9117109
JAN 1 4 2010
Parts I. & II. Design Summary, Page 2 of 2
Permit
III. REQUIRED ITEMS CHECKLIST
(to be provided by D WQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Ini ials
Sheet No.
L-101
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
L2
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
-Filter strip.
/['p
C _ UR
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
r ie,
-i "
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
Sew eki
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
C4 L
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
See c' L
7. The supporting calculations.
(�
CM1eya
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
i�•fyA
9. A copy of the deed restrictions (if required).
See- c r t 10, A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
��Cl✓I'V`�T3
JAN 1 4 2010
Form SW401-Wet Detention Basin-Rev.8-9/17/09 BY: Part III. Required Items Checklist, Page 1 of 1
State Stormwa
LMCC Parking Lot off Holcomb Boulevard
Stormwater Permit No. SW8 091109
Onslow County
Designer's Certification
I, 14(oQ:nk lae,SnrK , as a duly registered err)00n reel— in the
State of North Carolina, having been authorized to obseryp rlo (call eekly/ full
time) the construction of the project,
-I'dGC per-4i+M Lof O�A yri%U.,b ni'd
(Project) .
for
Gt� �a.�o �z"ie�c.; a (Project Owner) hereby state that, to the
best of my abilities, dud 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:
t. PEA E eeff%,M.A i% J%.UJ , Asbu,\3 Ppt )%.(,%
2,',S£ QerMihkeA fs 19.0 ) jlshuil+ Y'S£ is r1,13
3. PP S"", i\rew pe(-r�AW is %,%7Ssf NivZl� PP S..r$+re Mew is gj4d4 sf wM<� is 5rca*v inn
Mir"'M" rceircl SvrC�a wru . _
`I, Foreu) wtaMe iS 5rciu i>b- VII �y `{.i,l wlaMc.
Signature
Registration Number DZS.L83
Date
s
�,S'S/•�l,�%
SEAL 7
— ' a 025483 r
igRD S .
//111111\\\
ECEUVE
SEEP 17 202)
Page 6 of 7
!Jr
State Stormwater Management Systems
Permit No. SW8 091109
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 per
amount of built -upon area.
O„ e 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.
A A-' 5. The outlet structure elevations are per the approved plan.
Irl. 6. The outlet structure is located per the approved plans.
,J,Z, 7. Trash rack is provided on the outlet structure.
11re.. 8. All slopes are grassed with permanent vegetation.
)'rxl 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.
11Z. 12. Required drawdown devices are correctly sized and located per the
approved plans.
11re 13. All required design depths are provided.
A,e 14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
e, 15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
ECEUVE
SEP 17 2012 P�f
BY: _
Page 7 of 7