SW8090815_CURRENT PERMIT_20201120

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 d 9 0 $15
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o 2 o l 1 z 0
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
November 20, 2020
NORTH CAROLINA
Environmental Quality
Mr. Philip J. Rizzo, Vice President
Mid -Atlantic Military Family Communities, LLC
Lincoln Military Housing
7400 Dailey Lane
Camp Lejeune, NC 28547
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 090815
Heroes Manor Residential Development
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Rizzo:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject project on. The Division is hereby notifying you that permit SW8 090815 has been
renewed on November 20, 2020, and shall be effective until October 22, 2028. For your records, please find
enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit
on file at all times. Please note that the renewed, updated, and re -issued permit does not impose new or different
terms; it merely restates some of the previous terms to provide you with a better understanding of your obligations
under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with
the terms and conditions of this state stormwater permit. The plans originally approved on February 2, 2010 and
most recently modified on May 17, 2012, will remain in full force and effect in accordance with the regulations
set forth in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the
OA14 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, need additional copies of the permit or approved plans, please contact Daniel Sams in
the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
'*ICJ
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Renewal Application Documents
DES/dan:\\\StormWater\Permits k Projects\2009�090815 1-ID\2020 11 permit 090815
cc: Commanding Officer MCB Camp Lejeune, Neal Paul, Deputy Public Works Officer
Wilmington Regional Office Stormwater File
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
FlN C1� I.WP ��

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mid -Atlantic Military Family Communities LLC
Heros Manor Residential Development
Brewster Blvd, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division of Energy, Mineral and Land Resources ("Division" or "DEMLR") and considered a
part of this permit.
This permit shall be effective from the date of issuance until October 22, 2028, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.9 of this permit. The stormwater controls labeled Pond 1 and
Pond 2 have been designed to handle the runoff from 2,425,008 and 196,887 square
feet of built -upon area, respectively.
3. The additional bio-retention cell shown on the plans has not been demonstrated to
meet the State Stormwater BMP design requirements and therefore is not considered
a part of the approved state stormwater treatment system. This additional measure is
incorporated only by reference and is not enforceable parts of the permit.
4. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters. A level spreader has been provided to ensure
diffuse flow into and through the buffer as required by Session Law 2008-211.
5. A vegetated filter strip is not required for this wet detention pond as it has been
designed to remove 90% of the total suspended solids.
6. The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans. The built -upon area for the future development within the
drainage areas of Pond 1 and Pond 2 is limited to 45,400 and 20,000 square feet,
respectively.

State Stormwater Management Systems
Permit No. SW8 090815
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.
8. 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.
9. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
Pond 1
Pond 2
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ftz:
166.41
7,231,522
17,458
13.29
578,796
0
b. Total Built -Upon Area, ftz:
Onsite, ft2:
Offsite, ft2:
2,425,008
2,422,117
2,891
196,877
196,877
0
c. Design Storm, inches:
1.5
1.5
d. Average Pond Design Depth, ft:
6.0
3.0
e. TSS removal efficiency:
90%
90%
f. Permanent Pool Elevation, FMSL:
11.0
18.5
g. Permanent Pool Surface Area, ft2:
387,291
29,176
h. Permanent Pool Volume ft3:
2,329,455
91,245
i. Forebay Volume, ft3:
431,319
18,044
j. Storage Volume, ft3:
1,237,891
70,371
k. Temporary Storage Elevation, FMSL:
14.0
20.5
I. Pre-dev. 1 r-24 hr. discharge rate, cfs:
8.81
3.04
m. Controlling Orifice, inch H pipe:
&0
2.5
n. Orifice Flowrate, cfs:
0.91
0.13
o. Fountain Horsepower, HP:
3
1/3
. Receiving Stream / River Basin
Morgan Bay / White oak
g. Stream Index Number:
19-18
r. Classification of Water Body:
Sc
fl1&1144C1ABill 14xi1;KiZi1T, JaI_:[444
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
A copy of the lease agreement that outlines Mid -Atlantic Military Family Communities,
LLC responsibilities for this stormwater system, must be kept with the permit and
maintenance activity records.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 090815
6. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
c. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the pond, away from the
shoreline.
f. The maximum horsepower for a fountain in Pond 1 and Pond 2 are 3 and 1/3
horsepower, respectively.
7. The facilities shall be constructed as shown on the approved plans. This permit shall
become void unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.
9. 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.
10. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
11. 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.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 090815
12. Prior to the construction of any permitted future areas shown on the approved plans,
the permittee shall submit final site layout and grading plans to the Division for
approval.
13. It is the responsibility of the permit holder, Mid -Atlantic Military Family Communities,
LLC, to notify DWQ of any changes in ownership and request an ownership/name
change for the stormwater permit. However, please be reminded that if the lease
agreement or contract between Mid -Atlantic Military Family Communities, LLC and the
Department of the Navy is dissolved, cancelled or defaults, and DWQ is not notified
by Mid -Atlantic Military Family Communities, LLC to transfer the permit, then the
responsibility for permit compliance reverts back to the property owner. As the
property owner, US MCB Camp Lejeune must notify DWQ immediately of the permit
ownership change and submit a completed Name/Ownership form to DWQ within
30days. Otherwise US MCB Camp Lejeune will be operating a stormwater treatment
facility without a valid permit. This 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, being taken against the property owner, US MCB
Camp Lejeune.
14. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been
made.
15. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
III1tel4.14CL1RIK61111 9111111161.l,'i
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 "Permit
Transfer Application Form" (available on the Division website) accompanied by the
required fee and supporting documentation as listed on the form, to the Division at
least 60 days prior to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case
of an individual sale that is made subject to the recorded deed restrictions and
protective convenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-01r
or NCGS 57D-6-07 and 08;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121.
2. 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.
3. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is subject
to enforcement procedures as set forth in NCGS 143 Article 21.
4. 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 4 of 5

State Stormwater Management Systems
Permit No. SW8 090815
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The
permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and re -issuance or termination does not
stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls 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. Current Permittee Name or Address Changes: The permittee shall submit a
completed "Permit Information Update Application Form" (available on the Division
website) to the Division within 30 days to making any one or more of the following
change:
a. A name change of the current permittee;
b. A name change of the project,
c. A mailing address change of the permittee.
11. 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 2007-1967, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
12. A permit renewal request must be submitted at least 180 days prior to the expiration
date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed this the 20th day of November 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

G G
Permit Number: o � fe o /
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
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 immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
(if applicable)
The flow splitter device is
clogged.
Unclog the conveyance and dispose
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
APR 2 0 ZU1Z
FAY:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
lip
The swale is clogged with
sediment.
Remove the sediment and dispose
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
a22lication.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
damaged or ripap is rolling
downhill.
Study the site to see if a larger
bypass channel is needed (enlarge if
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
2-1mr—oximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
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,
Sediment is building up on
Remove the sediment and
the filter strip,
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
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.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet. 1
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
APR 2 0 101Z
Page 2 of 3

v
Permit
(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. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Heroes Manor Residential Development
BMP drainage area number:BMP #2
Print name:R Jarl Bliss
Title:Vice President
Address:200 Fairbrook Drive Suite 101
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.
I,f_'A-Yh M-U4 A Q-4n&'a" , a Notary Public for the State of
"' G , County of FYY �prl d( , do hereby certify that
r1 Tar k St' personally appeared before me this �844
day of 111 C VV 4\ , A0 t 61N , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
............
IPPY PU9' act
; Q • O REG # G . IA
= 121739 i
o : COMMISSION ' < _
EXPIRES Ze
�?� •.12/31/2012
Q
' o,y�fALTH OE,.•�,•
SEAL
My commission expires 1 � I I Z
FAPR 2 0 niz
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
Page 3 of 3

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Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
l
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 immediately. 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 darn 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 I 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.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
7APR 2 0 2012
l-_
Page 1 of

Permit Number:
(to be provider! 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 rayin .
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 APR 2 0 ZO1Z Page 2 of 4

Permit Number:
(to he provided by D IPQ)
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 7 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reacts 7 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
4 i Pe manen\
---------------- Volume
t 2 -ft Min.
Sediment
Storage
POREBAY
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation I I
Pool
Sediment Removal Elevation 4 Volum,
Bottom Elevation
MAIN POND
r.-
MAY 1 1 L012 Page of
I-ft i m.
Sediment
Storage

Permit
(to be provided by DWQ)
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:FIcrocs Manor Residential Development
BMP drainage area number:BMP # I
Print namc:R Jar] Bliss
Title:Vice President
Address:200 Fairbrook Drive Suite 101
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.
1. T 0 'e fY\ &Mdbi, a Notary Public for the State of
yl r'C( Y1 f 0� , County of 'a�.e r% C(C , do hereby certify that
v ul
RTar l 13(1 SS personally appeared before me this 93n
day of (Y)dorc)l pZU 14 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
IE tM 'It
�Ft
....... :, -q '�,�
r:•O REG S
2 121739 O
COMMISSIOM <=
' EXPIRES
2 —
LTVi
'.t,tttt,ttttt.
SEAL
My commission expires )?q 31) 2U 11—
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 0 LUII
3Y: — -
Page 4 of 4

Permit Number:
(m be proi�ided bj,DWQ)
Drainage Area Number: 2
Wet Detention Basin Operation and Maintenance Agreement
1 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 immediately. 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 groutntcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin nrttst 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:
Flow I will remediate theproblem:
The entire BMI'
"bash/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 time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
I approximately six inches.
Form SW401-Wct Detention Basin O&M-Rev.4
F-
Page I of 4
APR 2 0 ZU1Z

Permit Number:
(to be provided br DIVQ)
Drainage Area Number: 2
BMP element:
Potentialproblem:
I -low 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 spraying.
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 necessarv.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s rayin .
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
507. 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.
Perm SW401-Wet Detention Basin O&M-Rev.4
I -
APR 2 0 ZU1Z Page 2of4

Permit Number:
(to be provided !m DMQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 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.
'Fhe 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 5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 18.5
Sediment Removal F . 13.5 Pe manes Pool
Volume Sediment Removal Elevation 13.5 Volume
Bottom Elevatim 12 -ft Min.
----------------------------- ----------- ------
Sediment Bottom Elevation 12 I-ft N u
Storage Sedimer
Storage
FORF.BAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
LR a.
MQY 1 1 L0�2 Page30f4
BY:

H
I
Permit Number:
(to be provided bn DA'Q)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any clianges to the system or responsible party.
Project name:t-Zeroes Manor Residential Development
HAVI drainage area number:
Print name:R Jarl Bliss
Titic:Vice President
Address:200 Fairbrook Drive Suite 101
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.
I, DUUC[AS X. AVUC, al- . a Notary Public for the State of'
Ush'Lr10%�A County of do hereby certify that
R. JA iCL 1,71 TSS personally appeared before me this 87N
day of N1/J2CN , Zo / Z , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
N.
SEAL
My commission expires
l
form SW401-Wet Detention Basin O&M-Rev.4 APR 2 0 LUIZ Page of 4

Permit Number. i—G eo ITd K1 5
(to be provided by DWQ)
Drainage Area Number: J—
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 immediately. 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, fi
pretreatment including forebays and the vegetated filter if one is provided.
W rn
This system (check one): �o
❑ does ® does not incorporate a vegetated filter at the outlet. /r1\ m
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.
v
o
z
BMP element:
Potentialproblem:
How I 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.
Vegetation is too short or too
Maintain vegetation at a height of
long,
a p proximately six inches.
Form SW401-Wet Detention Basin O&M-Rcv.4
Page l.Of4
D' ; t 52009
BY:____

Permit Number:
(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 -"
Sedimetd has ac zrmulated 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 riot 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 spraying.
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. I.r pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search fur 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
50% of the area.
Consult a professional to remove
and corm ol the algal growth.
Cattails, Phi agmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wct Octcnliun Basin O&M-Rcv.4
? 5 2009
BY:

Permit NumbeM O� t✓
fro 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 amoral 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 _3.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.5_ feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(flll in the blmrks)
\5 f-m ill,
nen
--------- Volunlc
i 6 -li Min.
Sctii men
Stoaiec
FOREBAY
Form SW401-Wet Doviniun Basin O&M-Rcc.4
Permanent Pool Elevation I I
Pool
Sediment Removal Elevation 7.5 Volunro
Bottom Elevation 6 1 1 -li
Storage
MAIN POND
RECL"�'r=^D
DEC 1 5 20('
Page 3 of 4
t

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.
Pmjert name:Lincoln Park Residential Development at Camp Lejeune
BMP drainage area
Print
Tltle:DepinV Public Works Office -- -
Note: "Ihe 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.
.t
I, iiic.�� a Notary Public for the State of
AjA/Z /rot , County of '%j/•mot do hereby certify that �✓�
(¢:��7c•/ personally appeared before me this
day of i�%y%� , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness illy hand and official
seal, zz/'
MICE A EONNETTE
Notary Public
Onslow County
BIWO of North Catollno
SEAL
My commission expires
Fbint SN'401-k%,ct Detention Basin 0&M-Rea.4
DEC 1 F 2009
BY:
Page 4 oI 4

ViA cauwl:afoa gxbpo: pel 33' S010
8lolo of HOW Gololluo
ou)lom ConolA.
molo,A bnC11G
arICE v POW14EUE

P
NC DEQ Division of Energy, Mineral and Land Resource's
STATE STORMWATER: RECENED
PERMIT RENEWAL APPLICATION FORM NOV O ? 2020
DENR-LAND QUALITY
in accordance with 15A NCAC 2H 1045131, the current permit holdershali renew their high densityiperr it,180 dags.RPflITTING
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)RECEIVED
Section 6O(c). This application form is forpermit renewals only.
A. PROJECT INFORMATION NOV 0 4 2020
1. State Stormwater Permit Number. SW 8 090815 NCDE0
2. Project name: Mid -Atlantic Military Family Communities LLC WILMINGTON RO
3. Project street address: Hernes N4anor Residential Development - Brc`astcr Blvd,
City: MCB Camp Leivane County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted? N/A
ties 6hang6d from the original approved plans, please complete SINU-101 for a Major
Or Minor Modification Application form available at: httpsIldee:ncgar/_aboutldivisions/energv-
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 fort available at hlps:l/deo.nc.gov/about/divisions/energy-mineral-land-
resourcedenerav-mineral-land=rulesistormwater-omgram/post construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Mid -Atlantic Military Family Commnities LLC
2. Signing Official's Name: Philip J. Rizzo
3. Signing Official's Title: Vice President
4. Mailing Address: 4650 Von Karman Avenue
City: NgwoortBeach State: CA ZIP:
92660
5. Street Address: 4050 Von Karman Avenue
City: Newport Beach State: CA ZIP:
92660
6. Phone: [phone] Email: prizzo _Igsi.com
Stnrmwater Peanit Rnnpwal Fnrm
Pane 1 of 3
NOV G 4 2020
Mav 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/ORWJ. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each itim'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 (LLC) — 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
I. 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,
condominiumiplanned 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:
® 1 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 0&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
T [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).
https:Nwww.sosnc.gov/online servicesisearchtby title/ Business Registration
oil
Stormwater Permit Renewal Anahi ttnn Form Pane 2 ni 3 M.11 9111A

D. PE,RRMMIITTTEE'S CERTIFICATION
K1'ZZG' , 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 ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct eadcpmplete.
Signature: Date: /y ez0
a Notary Public for the State of
Countyof (_)wgrt'� , do hereby certify
n "� personally appeared before me
this the day of (� ' U'f, Q�t 20 , and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal,
JENNIFER SUWON$
(Notary Seal) Nmry publrc Catlfornla
erupe County
op
Commisslun I 22739A1
W Comm. Fibres Jan ]. ZDI1
Notary Signature: ,'•—(�d_
My commission expi es: I - 3 " a �✓� v�
ECEUVE
NQ 1 U "12020
StOrnlwater Permit Renewal Aonlication Form Pace 3 of 3 Mav 11. 2018

UEMLH U51: ONLY
D
to R ceived
= Fee Paid
Permit Number
sWsF 1I °U
I SWE 0 7 681
NC DEQ 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 090815
2. Projectname: MAINSIDE PEeOES t"1AZOR-' -R!lFsi�1JT1AL -bcV,
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/about/divisions/energy-
m ineral-land-resources/energy-mineral-land-rules/stormwater-grog 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://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-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 L.ejeune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP
6. Phone: [phone] Email: [e-mail]
ECEIV'E"
SEP 14 I'll
BY:_-----
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 (LLC) — 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).
https://www.sosnc.gov/online services/search/by title/ Business Registration
ECEIVE
SEP 14 2020
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. P MFICATION
, 1 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 submi roper forms to modify or transfer the permit prior to any changes to the
project, SC r ownership. 11 infor ation provided on this permit renewal application is, to the best of my
knowledge, orr t nd mpl te. Signature: �' Date:116 0
NOT
KAIWW it ftNAW_ra
ihis the dayof &4i1 eJL2�
OTAy (Notary Seal
`O
jOVBLIG
W Signatur ``
V"""'W COON��ar
My comPiil�'�'1'bn expires <22L�)4 0�.U4 DLO
a Notary Public for the State of
do hereby certify
personally appeared before me
20_V_.b_, and acknowledge the due
SEP 14 2020
BY:
Slormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Pennittee for all transfers of ownership)
1, �—• Tckr I ��I.iSS ,hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permilled
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to [his permit)
GZ) the most recent permit
C] the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
�] the DWQ approved plans and/or approved as -built plans
® the approved operation and maintenance agreement
Bpast maintenanco records from the previous permi0ee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreomont. I further attest that this application for a name/ownership
change is accurate and complete to the best of my.knowledge. I understand that if all required parts
of this application are not co9pleAed or it all required supporting information and attachments listed
above are not includ d, ll ' app i ation package will be returned as incomple 99
Signahre� G Date: %
r
t, -J%-YUI V IIA.IA.i• IY l V IX.YYIt_Xr FYI a Notary Public for the State of
County of Each AA 01 do hereby cerlify that
personally appeared before me this the
—day of `Y , IYU/ 1 , 20JA& and acknowledge the due execution of the
forgoing instrument. Witness m hand and official seal, g g y
(ol"arySIgNattre irl fr�rt2�l�n:.2
p ; COMMISSION
;:• EXPIRES : is
ITH �Fp�`�
Additional copies of the original pennil and the approved Operation and t'vi'ddtftr�l`ance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed fern, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map,
Please note that it the Proposed Ponnitlee listed above is not the properly owner, the properly owner
must coinpfete and sign page 4 of this document. Bolt the lessee /developer and the properly
owner wit) appear on the permit as permittees.
SEP 14 2020
SSW N/O Change Rev15Feb2011 Pag Mf 4 (�(� } 1vZ

r Permit N'�w O
flo be provloed by DING)
AD
o2�p WA7-! O9
NCDENR
h
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project name Heroes Manor Residential Development formerly Lincoln Park Residential)
Contact person Tom Sauro-KHA
Phone number 757-213-8600
Date 19-Apr-12
Drainage area number DA # 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area 7,248,980 ft'
Impervious area, post -development 2,425,008 ftz
%impervious 33.45 %
Desgn rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr mnoff
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 stonn
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 10ft vegetated shelf elevation
Bottom of 10ft 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
Form sW401-Wet Detention Basin-Rev.8-9117109
318,120 ft3
1,237,891 ft3
ft3
ft3
ft3
ft3
ft3
Y (Y or N)
3.7 in
OK
OK, volume provided is equal to or in excess of volume required.
0.15 (unitless)
0.65 (unitiess)
0.16 iNhr OK
8.81 ft3/sec
1.38 ft Isec
-7.43 ft3/sec
q,,.
SEq
1212�
.,�,p''•,M� Ez
AL L ?,Q W
14.00 fmsl
11.00 fmsl
11.25 fmsl
11.50 fmsl
10.50 fmsl Data not needed for calculation option #1, but OK if provided.
4.00 fmsl
2.00 bnsl Data not needed for calculation option #1, but OK if provided.
2.00 It
Y (Y or N)
14.0 fmsl OK
T 43
J _J
APR 2 0 -L012
Parts I. a H. Design Summary, Page 1 of 2

. ilttii�.•!r•
� y
1
Ott t
': llllv.:

Permit
(lo be pmvided by Di
II. DESIGN. INFORMATION
Surface Areas
Area, temporary pool
433,094 fit'
Area REQUIRED, permanent pool
128,30711
SA/DA ratio
1.77 (unitless)
Area PROVIDED, permanent pool, A..
387,291 fl
OK
Area, bottom of 10ft vegetated shelf, A� �
373,917 ft
Area, sediment cleanout, top elevation (bottom of pond), A..
287,091 fl
Volumes
Volume, temporary pool
1,237,891 rya
OK
Volume, permanent pool, Vp, .
2,329,455 ft3
Volume, forebay (sum of forebays if more than one forebay)
431,319 ft3
Forebay % of permanent pool volume
18.5% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountairdPiedmont SAIDA Table Used?
N (Y or N)
SA/DA ratio
1.77 (unitle55)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool, VP,
2,329,455 It3
Area provided, permanent pod, Ar„r j
387,291 ft'
Average depth calculated
6.01 It
OK
Average depth used in SAIDA, ci (Round to nearest O.Stt)
6.0 ft
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, A._p,
387,291 ft2
Area, bottom of 10ft vegetated shelf, A,,
373,917 R'
Area, sediment cleanout, top elevation (bottom of pond), A..,
287,091 ft'
'Depth' (distance btw bottom of 1 Oft shelf and top of sediment)
6.50 It
Average depth calculated
It
Average depth used in SAIDA, d„, (Round to nearest 0.511)
ft
Drawdown Calculations .
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if-non-arcular)
Coefficient of discharge (Cc)
Driving head (H.)
Drawdown through weiR
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdmn time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to with ratio
Trash rack for overflow 8 orfco?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ul6male build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-wet Detention Basin-Rev.&9117109
Y (Y or N)
6.00 in
ins
0.60 (unittess)
0.91ft
N (Y or N)
(unitless)
(unitless)
It
It
8.81 ft`/sec
1.38 ft3lsec
0.91 ft3/sec
4.07 days
4 :1
10 :1
10.0 ft
3 :1
2.5 :1
Y (Y or N)
50ft
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
N (Y or N) OK
N (Y or N) Insufficient. Recorded drainage easement required
Y (Y or N) OK
PUMP OUT
Parts I. a II. Design Summary, Page 2 of 2
APR 2 0 ZU1Z

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
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.
Page/ Plan
Initials
Sheet No.
t arras
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- OH -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.
P� S
2. Partial plan (1" = 30' or larger) and details for the wet detention basin shoving:
- 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.
CPJ
Floe
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.
C�
plgp_S
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.
.Ca4 Cam.,
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
P IOY� S
6. A construction sequence that shows how the wet detention basin vrill be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
(�
gytaCN,Cc�
• 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
NIA
9. A copy of the deed restrictions (if required).
1045
CgNo.i9ve
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.
APR 2 0 Z01'Z
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

*• Permit NS W l)
(to be pmvidW by DWQ)
®Rn, Q�OF W A 7F,9OG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
The Village at Carolina Sands (formerly LINCOLN PARK) Residential Development at Camp Lejeune
Ted Miller- KHA
757-548 7300
5-Apr-11
DA #1
I3DESIGKINEORMATION
.._
Site Characteristics
Drainage area
5,271,631 1
Impervious area, post -development
1,657,718 ftv
%impervious
31.45 %
,
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
219,461 rya
OK
Volume provided
805,221 ft3
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5• runoff volume
rya
Pre -development 1-yr, 24-hr runoff
fl3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
0 ft3
Volume provided
ft3
�CA�'��••
Peak Flow Calculations
���'(\A
Is the pre/post control of the iyr 24hr storm peak flow required?
Y (Y or N)
...... •
•�
1-yr, 24-hr rainfall depth
3.7 in
`��
•. y •^
Rational C, pre -development
0.15 (unitless)
o
e SAL
Rational C, post -development
0.65 (unitless)
E
Rainfall intensity: 1-yr, 24-hr storm
0.16 hill
Y F
OK 0 5380 ;Z
Pre -development 1-yr, 24-hr peak flow
6.41 ft3/sec
vv -%'l 5 •' o
•••9�/
Post -development 1-yr, 24-hr peak flow
1.42 rya/sec
�0 ��
••h /F� • ••R
Pre/Post 1-yr, 24-hr peak flow control
-0.99 rya/sec
E ����`
•,���rrrrrsss��,,,
Elevations
Temporary pool elevation
14.00 fmsl
Permanent pool elevation
11.00 fill
SHWT elevation (approx. at the pen. pool elevation)
11.25 fmsl
Top of 1 Oft vegetated shelf elevation
11.50 fmsl
Bottom of 10ry vegetated shelf elevation
10.50 fmsl
Data not needed for calculation option #1, but OK if provided.
Sediment cleanout, top elevation (bottom of pond)
7.50 fmsl
Sediment cleanoul, bottom elevation
6.00 fmsl
Data not needed for calculation option #1, but OK if provided.
Sediment storage provided
1.50 it
Is there additional volume stared above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
14.0 first
OK
APR 0 8 2011
Form SW401-Wet Deterxm Basin-Rev.7-e/13/tl9 I Parts I. & 11. Design Summary. Page 1 of 2
--r•

I —.
Permit N \ s'
(to be Provided by DWQ)
II:yDESIGN',INF,ORMATION vx*�F'v
Surface Areas
Area, temporary pool
281,650 ftz
Area REQUIRED, permanent pool
178,181 fe
SAIDA ratio
3.38 (unitless)
Area PROVIDED, permanent pool, A°„„ °„I
245,659 ft'
Area, bottom of IN vegetated shelf, A,_,,,
240,554 ft`
Area, sediment cleanoul, lop elevation (bottom of pond), Aes,
205,465 ft`
Volumes
Volume, temporary pool
805,221 ft'
Volume, permanent pool, V.-Poal
790,735 ft'
Volume, forebay (sum of forebays if more than one forebay)
144,908 ill
Forebay % of permanent pool volume
18.3% %
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V°,.,,-„a
Area provided, permanent pool, A°,,,, °„I
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ate„ vA
Area, bottom of 10ft vegetated shelf, Aool ,Moil
Area, sediment cleanoul, lop elevation (bottom of pond), A,.
'Depth' (distance o1w bottom of 10ft shelf and lop of sediment)
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (CD)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of towpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filler provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
Form SW401-Wet Detention Basin-Rev]-8/13/09
90 %
Y (Y or N)
N (Y or N)
3.38 (unitless)
Y (Y or N)
790,735 fta
245,659 ft'
3.22 ft
3.0 ft
N (Y or N)
It,
ft`
file
Y (Y or N)
6.00 in
in
0.60 (unitless)
0.92 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
6.41 ft'sec
1.42 ft irsec
0.91 ftstsec
2.81 days
4 :1
10 :1
10.0 ft
3 :1
2.5 :1
OK
OK
OK
OK4i1��11
hrrvaifa:ieat..CherYcakulatiaw Y
OK
OK
OK, draws down in 2-5 days.
OK, drawdown time is correct.
OK
OK
OK
OK
OK
Y (Y or N)
OK
5.0ft
OK
N (Y or N)
OK
N (Y or N)
Insufficient. Recorded drainage easement required.
Y (Y or N)
OK
PUMP OUT
Pans I. & II. Design Summary, Page 2 of 2
APR 0
8 2011
BY:

Permit No &Lg 09N �
(to be provided by D WO)
IIL REQUIRED ITEMS CHECKLIST
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.
Page/ Plan
Jnitials
Sheet No.
L
ice' WvS
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.
A—
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.
(L
A_S
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.
t q s
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
�t�(
on the plans prior to use as a wet detention basin.
L r 1
ALG�tgno-S5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
Fit
to verify volume provided.
ASS
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
4tutAIIou
(r t
7. The supporting calculations.
%h TNoos ti 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
1,,r SuBriiYrp'�
tt 9. A copy of the deed restrictions (if required).
M W tt % 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.
,)Ulm rrne
MAR 2 2 2011
BY:
Form SW401-Wet Detention Basin-Rev.7-8/13/09 Part III. Required Items Checklist, Page 1 of 1

Permit No'""��L"
(to be pmvlded by OWp)
®'P
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
1
o2ap W A 7FgOG
C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM c
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted.
The Required Items Checklist (Fart Ill) must be printed filled out and submitted along msh all of the required information.
757-2138600
10-May-12
DA #2
Heroes Mawr Residential
II. DESIGN INFORMATION
Site Characteristics
Drainage area
578,796 ff
Impervious area, post -development
196,877 ftz
impervious
34.01 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
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 stone
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
SHWf elevation (approx. at the perm. pool elevation)
Top of 1Ofl 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
Form SW401-Wet Detention Basin-Rev.8-9117109
25,767 ft3
70,371 ff3
ft3
ff3
ft3
It,
Y (Y or N)
3.7 in
OK
OK, volume provided is equal to or in excess of volume required.
US (unidess)
0.65 (unidess)
0.16 inlhr OK
3.04 elsec
0.85 elsec
-2.19 elsec
20.50 fmsl
18,50 fmsl
19,00 fmsl
19.00 fmsl
18.00 first
13.50 fmsl
12.00 fmsl
1.50 fl
Data not needed for calculation option 41, but OK if provided.
Data not needed for calculation option #1, but OK if provided.
Y (Y or N)
20.5 first OK
1 MAY 11�
Q�2
r
Pans I. S 11, Design Summary, Page 1 of 2

Mf-..
df. e.�rd
.,,•rd.,•
.�. ,,.
'
; �
; = �y
r
1'
-•;' '..
:�
,,�_,, ,,t.
w

Peril No.
(to be pmWded by DM)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
38,891 It,
Area REQUIRED, permanent pool
22,573 fit'
SAIDA ratio
390(unidess)
Area PROVIDED, permanent pool, Ai
29,176 fl'
OK
Area, bottom of 1 Oft vegetated shelf, AW, 00
24,274 fl2
Area, sediment cleanout, top elevation (bottom of pond), A.,
10,548 tt
Volumes
Volume, temporary pool
70,371 fta
OK
Volume, permanent pool, Vp,m_pw
91,245 ffs
Volume, forebay (sum of forebays if more than one forebay)
18,044 ft'
Forebay %of permanent pool volume
19.8% %
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
3.90 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool, Vp _pw
91,245 fit'
Area provided, permanent pool, Ap,,.
29,176 fl'
Average depth calculated
3.18 It
OK
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
3.0 It
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, A,,,,,_pw
29,176 fit'
Area, bottom of 10ft vegetated shelf, Av„ ",
24,274 fit'
Area, sediment cleanout, top elevation (bottom of pond), A� ,,,4
10,548 rye
"Depth" (distance b/w bottom of 1Oft shelf and top of sediment)
4.50 It
Average depth calculated
It
Average depth used in SAIDA, till (Round to nearest 0.511)
It
Drawdown Calculations
Drawdown through onfice?
Diameter of entice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Ce)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown dme
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf Width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin -Rev 8-9117M
Y (Y or N)
2.50 in
in
0.60 (unitless)
0.63 It
N (Y or N)
(unidess)
(unitless)
It
It
3.04 fil
0.85 ft2lsec
0.13 ft Isec
2.29 days
3 :1
10 :1
10.0 ft
9 :1
5.3 :1
Y
(Y or N)
2.5 It
N
(Y or N)
N
(Y or N)
Y
(Y or N)
PUMP OUT
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
Insufficient. Recorded drainage easement required.
OK
g1z —• a�
MAY 1 1 Z01Z
ICY:_
Parts I. a II. Design Summary, Page 2 of 2

Permit
III. REQUIRED ITEMS CHECKLIST
(to be provided by DWQ)
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.lf a
requirement has not been met, attachjustifrcation.
Page/ Plan
Initials
Sheet No.
Fi
P
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.
k OLx)S
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.
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.
E(3
fla^
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.
E11
OACS
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
✓g
P� OV \
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
E
CWCS
7. The supporting calculations.
g
attached
8. A copy of the signed and notarized operation and maintenance (08M) agreement.
N/A
9. A copy of the deed restrictions (if required).
Fj f1aY',r0 '1V2- 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.
MAY 1 1 L012
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1
__---

Sw ga 90,FiS
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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I.',PROJECY_.INF,ORMATION °` T .'s',";#rc
r a,,i..,;;^'BPA , ?:+,'.;•'_�y-��k.`;. ,,a
":"":'s`';r:;
Project name
Heroes Manor Residential Development
Contact name
Tom Sauro-KHA
Phone number
757-213-8600
Dale
April 19, 2012
Drainage area number
BMP p2
I1.'DESIGN INFORMAT10N,,,
The purpose of the LS-VFS
Buffer Rule: Diffuse Flow
Stormwater enters LS-VFS from
A BMP
Type of VFS
Engineered filter strip (graded 8 sodded, slope <8%)
Explanation of any 'Other" responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
ff Do not complete this section of the form.
Impervious surface area
ftz Do not complete this section of the form.
Percent impervious
% Do not complete this section of the form.
Rational C coefficient
Do not complete this section of the form.
Peak flow from the 1 inlhr storm
cfs Do not complete this section of the form.
Time of concentration
min Do not complete this section of the form.
Rainfall intensity, 10-yr storm
inlhr Do not complete this section of the form.
Peak flow from the 10-yr storm
CIS Do not complete this section of the form.
Design storm
Maximum amount of flow directed to the LS-VFS
CIS Do not complete this section of the form.
Is a flow bypass system going to be used?
(Y or N) Do not complete this section of the form.
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP Wet detention pond
Peak discharge from the BMP during the design storm 0,096 cfs
Peak discharge from the BMP during the 10-year storm 9.25 CIS
Maximum capacity of a 100-foot long LS-VFS 10 CIS
Peak flow directed to the LS-VFS 9.25 cfs
Is a flow bypass system going to be used? Y (Y
Explanation of any "Other responses above
LS-VFS Design
Forebay surface area
Depth of forebay at stormwaler entry point
Depth of forebay at stormwaler exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Form SW401 - LS-VFS - 27Jul2011 - Rev.9
sq If
In
in
10 fticfs
93 it
100 It
APR 2 0 W2
L
page 1 of 3
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Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any 'Other" responses above
111. REQUIRED ITEMS CHECKLIST
50
fl
18.50
fmsl
18.00
fmsl
1.00
%
N
(Y or N) OK
N
(Y or N)
Y (Y or N)
Y (Y or N) Please provide plan details of flow splifter 8 supporting call
0.00
R
0.00
R
0.00
it
0.00
it
0.00
it
fllsec
Wert mie.
N (Y or N)
Provide at least one foot of freeboard.
There is a bypass system that will diffuse into a rip rap apron before entering the buffer.
Therefore, there is no bypass swale.
W
i B i
EDIT 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.
Requried Item:
1. Plans (1' -50' or larger) of the entire site showing:
- Design at ultimate build-oul,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
Form SW401 - LS-VFS - 27Jul2011 - Rev.9
Initials Page or plan sheet number and any notes:
-M.
APR 2 0 ZU1Z
page 2 of 3

2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One toot topo lines between the level lip and tap of stream bank,
- Proposed drainage easement, and
- Design at ultimate buildout.
3. Section view of the level spreader (1' = 20' a larger) showing:
- Underdrain system (if applicable),
-Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
-( {-') pW S (J\
with pigs atd+��e�ex�}
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a nomengineefed VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations. 155 Cc�.4Cs
8. A copy of the signed and notarized operation and maintenance (08M) agreement. G-6
ON m0-"hokd-
1n V CrtS .
Form SW401--S-VFS-27Jo12011-Rave APR 2 0 L01Z
page 3 of 3

State Stormwater Management Systems
Permit No. SW8 090815
Lincoln Park Residential Development
Stormwater Permit No, SW8 090815
Onslow County
Designer's Certification
I, . . as a duly registered in the
State of North Carolin having been authorized too serve (periodical) weekly/ full
time) the construction of the project,
Lic�.o_ln __ _P4r K tom, deny ; c,1 Dew lopmen�
(Project)
Fled— 4A%A.�b 41 J
for v�-�u �e LL t (Project Owner) hereby state that, to the
best of my abilities, due carS 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:
Y fRoSEt-? S,TE 15 CuY>ZCn r—LrY UN,{11)EIP- CposTR(icT/OJ -
CL�TIFIL>pT1UJ TZ"S
IS COMpLE�i� =NLt v�)�G FoRESAY I�2 ADD
Signature
ber 1 Z/ Z.3
Date
SEA`�Wj11uCrq,4
% O0 .0
�� �,Q�'pfESSla..���y
SEAL %tv
12123 ,
r
L L RO..,0
APR 1 9 2012

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State Stormwater Management Systems
Permit No. SW8 090815
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
/ amount of built -upon area.
✓ 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
✓ 4. All roof drains are located such that the runoff is directed into the system.
✓ 5. The outlet structure elevations are per the approved plan.
✓ 6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation. A T ro}z. rsA Y ' Z AwL �s
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.
J 12. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
/ and a forebay.
✓ 15. The required system dimensions are provided per the approved plans.
N A 16. All components of the stormwater BMP are located in either recorded
(Ii)c rrAP "S6� common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office