SW7090710_HISTORICAL FILE_20210513

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW__ y�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE�%i
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLFGATTI
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
May 13, 2021
Mr. Charles E. Schulz, Deputy Facilities Officer
MCAS Cherry Point
PSC Box 8006
Cherry Point, NC 28533
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090710
MCAS Cherry Point — Child Development Center
Craven County
Dear Mr. Schulz:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090710 for a stormwater treatment system consisting of a wet
detention pond serving the Child Development Center expires on December 31, 2021.
This is a reminder that permit renewal applications are due 180 days prior to expiration.
We do not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Application forms for renewal can be found on our website at:
https•//deq nc gnv/about/divisionslenergy mineral land resources/energy mineral land
rules/stormwater- rogramJnost-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad tc
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at rooer.thorne aancdenr oov.
Sincerely,
Qr Roger K. Thorpe
Environmental Engineer
Ci+ Ju
e:u
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
252.946.6481

H . k
Stormwater Management Narrative
PRESS Modification to Stormwater Permit #SW 7090710
MAR 2 2 2011 Improvements to CDC Playground at Building 4298
MCAS Cherry Point, NC
HC ®ENR Craven County
WAS Cherry Point proposes to modify the existing Stormwater Permit No. SW7090710
which was issued associated with the construction of a new Child Development Center
and parking area in the area immediately north of Building 4298 on Marine Corps Air
Station, Cherry Point. A stormwater collection system and stormwater retention pond
were permitted and constructed as a part of this project. This work has been completed.
Building 4298 is an existing second Child Development Center. This facility was
constructed prior to implementation of the Stormwater Management Rules. Stormwater
runoff from this facility occurs in a sheet flow action towards the perimeter of the site.
It is proposed that four existing playground areas at the existing, older Child
Development Center, Building 4298 be renovated to meet current Standards. The project
includes the redevelopment of child play areas which are currently covered with sand
material into rubberized matting, constructed on concrete slabs. The proposed
construction will result in the creation of an additional 10,586 square feet of impermeable
surfaces at Building 4298. The construction triggers the requirements for a stormwater
collection and treatment system to comply with the Coastal Stormwater Regulations. To
comply, it is proposed that a portion of the runoff from the newly constructed
impermeable surfaces be routed to the newly constructed stormwater retention pond built
as part of the new Child Development Center to the north. The stormwater retention
pond is properly sized to handle the runoff from these additional impermeable surfaces
without any modifications.
The additional impervious areas created by this project are located on the northern and
southern sides of Building 4298. It is not practical to collect the runoff from the southern
side of the existing facility and discharge it to the existing wet detention pond. The
northern side impermeable surfaces can be collected and treated. To compensate for
those areas on the southern side of Building 4298 that cannot be collected and treated,
runoff from additional impervious surfaces on the northern side of the facility are
proposed to be collected and routed through the treatment system. The additional areas
include driveways, paving, roof areas and the playground areas. In total, runoff
associated with 16,471 square feet of impermeable surfaces is proposed to be collected
and routed through the stormwater retention pond. The additional impervious area
proposed to be treated by this modification is 16,471 square feet which is significantly
larger than 10,586 square feet of new created impervious area which are proposed to be
constructed for the project.

Additionally, it is proposed that the runoff that occurs from the southern side of the
playground area, which will not be routed through the stormwater retention pond, will
discharge in a sheet flow action to adjacent vegetated areas and an existing vegetated
swale prior to exiting the site.
The additional impervious area is located on two separate sides of the existing child care
facility. It is not practical to collect the runoff from the opposite side of the existing
facility and discharge it to the existing wet detention pond. This project proposes to
collect runoff from additional untreated impervious area to compensate for the runoff not
collected from the opposite side of the building. This additional area includes driveway
paving, roof area and the playground area. The resulting additional impervious area
discharged to the pond is 16,471 SF as opposed to 10,586 SF of impervious area which
would be associated with the two new playgrounds only.
In addition, the runoff associated with the playground improvements on the opposite side
of the existing child care center building drain through an existing grass swale prior to
any discharge to surface waters.
The existing pond was originally sized to contain and draw down the runoff associated
with the 2.0 inch rainfall event in order to meet LEED requirements. The pond will
detain the required runoff volumes in addition to attenuating the peak runoff rates without
any physical modifications to the pond or outlet device. A recalculation of the pond
average depth was made using Option i . The pond average depth is large enough to
make the required pond surface area adequate when including the additional impervious
area. The elevated overflow weir also makes it possible to contain the runoff volumes
associated with both the 1.5" and 2.0" rainfall events. The 1.5" and 2.0" runoff volumes
discharge in 2.3 and 2.7 days respectively through the existing 2.25" orifice.
The project will continue to use the wet detention pond for stormwater treatment. The
pond is sized for 90% TSS removal and will detain the treatment volume associated with
the 1.5 and 2.0 inch rainfall events. The project area is established as a total of 8.8 acres
in size. The project built -upon area is 33.9%. Approximately 0.3 acres of additional site
area will be disturbed by this project in order to construct the playground improvements.
The wet pond is sized using the average pond depth method and comes out to 4.17 feet
(rounded to 4.0 feet). The forebay is sized to be 20% of the pond volume excluding the
one foot sediment storage zone. The provided permanent pool surface area of 11,834 SI"
exceeds the required 11,535 SF of permanent pool surface area. The detention pond will
be used as a temporary sedimentation trap during construction and will be cleaned of any
accumulated sediment after construction.
The soils on the site are classified as Norfolk Urban Land Complex by the Craven
County Soil Survey. The soil is described as a brown loamy fine sand to a sandy clay
loam at the depths to be disturbed by this project. The elevation of the seasonal high
water table at the boring location was determined to be 18.5 feet. The pond permanent

pool elevation is set at an elevation six inches above the SH WT at an elevation of 19.0
I ect.
The property is owned by Marine Corps Base Camp Lejeune and is Federal property.
The existing child care facility that is receiving the playground modifications is pre-1988
built -upon area.
There will be no new utilities constructed by this project. There are no known historic
sites on the property. The project will be constructed with federal funds. There are not
any NCDGNR non-compliance issues associated with the site.
']'lie site drains to Sandy Branch, a tributary of the NELISe River. Sandy Branch is
classified as C; Sw, NSW, index #27-112-2-3. There are not any 404 or Coastal wetlands
on the site. This project, including the detention pond outfall, does not impact the
wetlands. The wetlands were delineated by Kevin Avolis, PG, Vice -President Avolis
Lnginecring, P.A.
']'his project requires post development runoff rate control which is accomplished by the
wet pond to pre -development conditions for the 1-year, 24-hour storm.

Stormwater Management Narrative
M* dification to Stormwater Permit #SW 7090710
Wit.-,
`Repairs & Improvements to Building 4298
JUL 2 0 2015 MCAS Cherry Point, North Carolina
Craven County
, b
MCA§ Cherry Point proposes to make improvements to the existing Building 4298, the
Child Development Center located at Marine Corps Air Station, Cherry Point, North
Carolina. Building 4298 was constructed prior to the implementation of the Stormwater
Management Rules. On March 30, 2011, a Stormwater Permit Modification was issued
for the Child Development Center at MCAS Cherry Point (SW7090710 Mod). This
permit modification was associated wit�econstruction of four playground areas
surrounding Building 4298. The permit was submitted and approved to allow a portion
of the runo from the north side of Building 4298, including the renovated playground,
to discharge to the newly constructed stormwater management system for new Child
Development Center located to the north. Included with this permit submittal is an
overall site plan illustrating the configuration and location of Building 4298, the new
CDC to the north and its associated stormwater treatment system. After the modification
to the playground areas in 2011 which was permitted by the March 2011 permit
modification, the northern half of Building 4298 discharged to the stormwater retention
pond and was incorporated into the drainage boundaries for the referenced stormwater
permit. The south side of Building 4298, including the playground area, remains outside
the drainage boundaries for the referenced permit.
At this time, MCAS Cherry Point propo5es to make additional modifications at Building
Specifically, it is proposed that 531 square feet of new sidewalk be added to the
north side of the playground area to provide a hardened egress route in cases of
emergencies:-----ThZmw iunpurnicabic surfaces are located within the previously permitted
drainage Therefore, a second modification is being requested to the referenced
permit to allow for the construction of 531 square foot of new concrete sidewalk in the
north side playground area.
Additional sidewalk areas are also being constructed in the south side playground area, in
areas outside the permitted drainage boundary. It is proposed that a total of 1,604 square
feet of impermeable surfaces be created here. R­un—offToni these newly constructed
impermeable surfaces will continue to occur in sheetflow action to the vegetated areas
and ultimately to roadside ditch that is located to the south. This additional impermeable
area in an unpermitted area does not meet the threshold for permitting action.
The existing stormwater retention
to the
to
from the 53l square feet of new impermeable surfaces. Based on our ca
modifications ar
e require to e stormwater pond or outlet structures to

.The site drains to ndy Branch, a tribptary of the Neuse River. Sandy Branch is.
classified as C; Sw, NSW, Index #27-117.
There are not any 404 or Coastal s
Wetlands located with the project area.
This project requires post development runoff rate control which is accomplished by the
wet pond to pre -development conditions for the 1-year, 24-hour storm.

"OLIS ENGINEERING, PA
P.O. Box 15564 New Bern, North Carolina 28561 252.633.0068 License No. C-0706
July 15, 2015
Mr. Samir Dumpor
Environmental Engineer
NCDENR
943 Washington Square Mall
Washington, NC 27889
RECE !! E®
JUL 2 0 2015
ItI A 0
RE: Modifications to Repairs & Improvements to Building 4298
Project CP1504M/CP1504R
Marine Corps Air Station, Chevy Point, North Carolina
AE Project No. 15009
Dear Samir:
Enclosed please find our Stormwater Permit Modification submittal for the referenced project
consisting of the following:
• Current Project Plans (Two Copies)
• Previous Project Plans (Two Copies)
• USGS Map (Two Copies)
• Stormwater Calculations (Two Copies)
• Stormwater Narrative (Two Copies)
• Copy of March 30, 2011 Permit Modification
• $2,000 Express — Minor Mod (H) Fee
Should you have any questions relating to this matter or need any additional information, please
do not hesitate to call.

R c i�/ D *A
NCDENR
JULNcirtb Qafolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue !A I a r 2 f"Coleen H. Sullins
Governor °°' 00 :� -""'/Director
Mr. George Radford,
MCAS Cherry Point
PSC Box 8006
MCAS Cherry Point,
Dear Mr. Radford:
Environmental Affairs Officer
Dee Freeman
NC 28533-0013
Subject: Stormwater Permit No. SW7090710 MOD
Child Development Center, MCAS Cherry Point
High Density Commercial Wet Pond Project
Craven County
The Washington Regional Office received a complete Stormwater Management Permit
Modification Application for Child Development Center, MCAS Cherry Point, NC on March 22,
2011. Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and
Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7090710 Modification dated
March 30, 2011, for the construction of the subject project. This Modification is to add the
renovated playground areas at the existing old Child Development Center, as well as half of
the roof and part of the parking to the wet detention basin constructed for the new Child
Development Center. The old Child Development Center is covered under the Stormwater
Permit Number SW7001204.
This permit shall be effective from the date of issuance until March 30, 2021, shall void permit
SW7090710 issued on July 31, 2009 and shall be subject to the conditions and limitations as
specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system 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 upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Si ce e y,
AAl Ho g
Regional Supervisor
Surface Water Protection Section
AH/ sd: K:\SD\Permits-Wet Pond\SW7090710Modification
cc: ✓Kevin Avolis, PE, Avolis Engineering, PA
Craven County Building Inspections
Washington Regional Office
North Carolina Division of Water Quality Internet aC'a1eruuali1v.oig
943 Washington Square Mall Phone: [phone] �TOne
Washington, NC 27889 FAX [phone] ort7hCa+tr-7ofina
An Equal Opportunity/ARrmative Action Employer- 50%Recycled/10% Post Consumer Paper N{-{tura/&

State Stormwater Management Systems
Permit No. V7090710 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
MCAS Cherry Point
Child Development Center, MCAS Cherry Point
Havelock, Craven County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 30, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 129,823 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section I, of
this permit, and per approved plans.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. V7090710 Modification
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency.
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool required surface area, ft2.
h. Permanent Pool ProvidedSurface Area, ft2:
i. Required Storage Volume at3Temp. Pool, ft3:
j. Provided Storage Volume, ft
k. Temporary Storage Elevation, FMSL:
I. Predevelopment 1 year 24 hour:
M. Post development 1 year 24 hour:
n. Controlling Orifice:
o. Permitted Forebay Volume, ft3:
p. Fountain Horsepower, HP
q. Receiving Stream/River Basin:
r. Stream Index Number:
S. Classification of Water Body:
8.79
129,823
1.50
4.0 average
0
90 /o
19.00 ✓
11,535 Glue
11,834 ✓
17,696
22,668 ✓✓
20.15
13.20 ft3/sec
14.90 ft3/sec ''
2.25"0 pipe ✓
10,783
1/6, one sixth hp
Sandy Branch / Neuse
27-112-2-3
"C; Sw, NSW" ✓
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, levei
spreader, filter strip; catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
Page 3 of 7

State Stormwater Management Systems
Permit No N7090710 Modification
pool surface.
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.
The falling water from the fountain must be centered in the pond, away
from the shoreline.
The maximum horsepower for a fountain in this pond is one sixth (1/6)
horsepower.
8. 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.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for.those deviations.
10. 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.
11, The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
12. 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.
13. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
14. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
Page 4 of 7

State Stormwater Management Systems
Permit No. /7090710 Modification
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality; signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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.
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 DENR 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
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until July 31, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permitholee
his the 30th day of March, 2011.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
. Sul i Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No N7090710 Modification
Stormwater Permit No. SW7090710 Modification
Child Development Center, MCAS Cherry Point, NC
Stormwater Permit No. SW7090710 Modification
Craven County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit Nc N7090710 Modification
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Craven County Building Inspections
Page 7 of 7

I
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 30, 2011 r�
Mr. George Radford, Environmental Affairs Officer 7 l 1 1 r+"� t Mod i eA
MICAS Cherry Point I
PSC Box 8006 G^ �ul�r 2 1 2tO 1(
MCAS Cherry Point, NC 28533-0013
Subject: Stormwater Permit No. SW7090710 MOD
Child Development Center, MCAS Cherry Point
High Density Commercial Wet Pond Project
Craven County
Dear Mr. Radford:
The Washington Regional Office received a complete Stormwater Management Permit
Modification Application for Child Development Center, MICAS Cherry Point, NC on March 22,
2011. Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and
Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7090710 Modification dated
March 30, 2011, for the construction of the subject project. This Modification is to add the
renovated playground areas at the existing old Child Development Center, as well as half of
the roof and part of the parking to the wet detention basin constructed for the new Child
Development Center. The old Child Development Center is covered under the Stormwater
Permit Number SW7001204.
This permit shall be effective from the date of issuance until March 30, 2021, shall void permit
SW7090710 issued on July 31, 2009 and shall be subject to the conditions and limitations as
specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system 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 upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
SiVce a y,
A1�9
Regional Supervisor
Surface Water Protection Section
AH/ sd: K:\SD\Permits-Wet Pond\SW7090710Modification
cc: Kevin Avolis, PE, Avolis Engineering, PA
Craven County Building Inspections
,-/*ashington Regional Office
North Carolina Division of Water Quality Internet: www.ncwatcrqualitv.ure
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarojjna
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State Stormwater Management Systems
Permit No. SW7090710 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
MCAS Cherry Point
Child Development Center, MCAS Cherry Point
Havelock, Craven County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 30, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 129,823 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7090710 Modification
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool required surface area, ft2
h. Permanent Pool ProvidedSurface Area, ft2:
i. Required Storage Volume aT Temp. Pool, ft3
j. Provided Storage Volume, ft
k. Temporary Storage Elevation, FMSL:
I. Predevelopment 1 year 24 hour:
M. Post development 1 year 24 hour:
n. Controlling Orifice:
o. Permitted Forebay Volume, ft3:
P. Fountain Horsepower, HP
q. Receiving Stream/River Basin:
r. Stream Index Number:
S. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
8.79
129,823
1.50
4.0 average
90%
19.00
11,535
11,834
17,696
22,668
20.15
13.20 ft3/sec
14.90 ft3/sec
2.25" 0 pipe
10,783
1/6, one sixth hp
Sandy Branch / Neuse
27-112-2-3
"C; Sw, NSW"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
q. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7090710 Modification
pool surface.
b. 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.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is one sixth (1/6)
horsepower.
8. 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.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
10. 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.
11. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
12. 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.
13. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
14. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7090710 Modification
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality; signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject. the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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.
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 DENR 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
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until July 31, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issyied this the 30th day of March, 2011.
NORTHICAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/—\G LY�.7'' for
Co ee 4,ul i irector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7090710 Modification
Stormwater Permit No. SW7090710 Modification
Child Development Center, MCAS Cherry Point, NC
Stormwater Permit No. SW7090710 Modification
Craven Countv
Designer's Certification
I, , as a duly registered
in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ tull
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7090710 Modification
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Craven County Building Inspections
Page 7 of 7

DWQ USE ONLY
Fee Paid a* 1 37ZL� Permit Number
$I o,,c;P -I, m 4cr V Sb l'1 Dc I ' 1 1 0
ApplicablMMA201toastal SW -1995 ❑ Coastal S - 2008 ❑ Ph II - Post Construction
(select ali tpha�t a ph ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Storm water Management Plan
N&di ther WO M¢mtPlan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
GENERAL INFORMATION
L Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Child Development Center, MCAS Cherry Point
2. Location of Project (street address):
Woodside Drive
City:MCAS Cherry Point County:Craven Zip:28533
3. Directions to project (from nearest major intersection):
Proceed from main gate off of NC Highway 1010 along Roosevelt Boulevard. Proceed past MCX Exchange_
Project site is on left next to another existing Child Development Center.
4. Latitude:34° 54' 06" N Longitude:76° 54' 30" W of the main entrance to the project.
it. PERMIT INFORMATION:
I.a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW7090710 , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, N/A and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
[]LAMA Major ®Sedimentation/Erosion Control: 0.3 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Erosion & Sedimentation Control Plan No. Crave-2010-007; July 23, 2009; 7.9 acres disturbance
Fonn SWU-101 Version 07Jun2010 Page 1 of

Ill. CONTACT INFORMA7 V
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individgpA, etc. who owns the vroiect):
Signing Official & Title:George Radford, Director Environmental Affairs l�.�e of 'hK,¢_ C9Matqu
b.Contact information for person listed in item la above:
Street Address:Bldg. 4223, Access Road
City:MCAS Cherry Point State:NC Zip:28533
Mailing Address (ifnpplicable):PSC Box 8006
City:MCAS Cherry Point State:NC Zip:28533-0013
Phone: (252 ) 466-4186 Fax: (252 ) 466-2000
[e-mail]
c. Please check the appropriate box. The applicant listed above is:
®The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (]'his is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone: ( )
Ema
State: -Lip:
State: Zip:
Fax: ( 1
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City:_
Phone:
Fax:
4. Local jurisdiction for building permits: N/A - Federal Installation
Point of
Phone #:
Fonn S WU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATI
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff associated with playground renovation at an adjoining child care facility will be
discharged into and treated by the existng wet detention pond constructed under this permit.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stonnwater runoff from this project drains to the Neuse River basin.
4. Total Property Area: 8.79 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. "Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:8.79 acres
Total project area shall be calculated to exclude the follozoin the uornml pool of impounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NHVO line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHVV) title. The resultant project area is used to
calculate overall percent built upon area (BUA). Noti-coastal wetlands landward of the NHW (or MHM line may
be included itt the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 33.9 %
9. I -low many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
storuaoater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area °
llraiiia e Area _
Draina e Area _
Receiving Stream Name
Sandy Branch
Stream Class *
C; Sw, NSW
Stream Index Number *
27-112-2-3
Total Drainage Area (sf)
383,228
On -site Drainage Area (so
346,070
SW70?0
'o
Off -site Drainage Area (so
37,158
✓
Proposed Impervious Area** (so
129,823
113,1�52
+ 471
ad z-;oq
% Impervious Area** total
33.9
Impervious** Surface Area
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area _
On -site Buildings/Lots (sf)
30,620
On -site Streets (so
> m.ue'w-\ nc
On -site Parking (sf)
64,496
On -site Sidewalks (sf)
18,236
Other on -site (so
16,471
n pluy�" ,a
Future (sf)
--
Off-site (so
Existing BUA*** (so
0
Total (sf):
129,823
Strewn Class and Index Number can be determined at: kitty://nortaLncdenr.oro nel7Avq(ps/esu/classi cations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will retrain after development. Do not report ally existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. Flow was the off -site impery area listed above determined? Provide d nentation.
Field visit and topographic survey.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more sn•ingent stormwater requirements a.c per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
'the applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httLi://portal.ncdenr.orL/web/wo/ws/su/bniD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://Vortal.ncdenr.org/web/wq/`ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenrorg/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portil.ncdenr.org/web/wq/ws/su/statesw/forms Blocs.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Fornn(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.enviielp.org/pages/`onestopexpress.htnnl for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/z
mile radius on the map.
9. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Projectname. ✓
b. Engineer and firm. ✓
c. Location map with named streets and NCSR numbers. "
d. Legend. ✓
e. North arrow. ✓
f. Scale. ✓
& Revision number and dates. .✓
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
L Dimensioned property/project boundary with bearings & distances. ✓
j. Site Layout with all BUA identified and dimensioned. ✓
k. Existing contours, proposed contours, spot elevations, finished floor elevations. ✓
1. Details of roads, drainage features, collection systems, and stormwater control measures. ✓
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
OiR
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils i rt with the associated SFIWT elevations (I ,e identify previously
elevations in addition to depth.,, as well as a map of the boring locations witn the existing ro�v-ded
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Military Page No-
ll. For corporations and limited liability corporations ([-LC): Provide documentation from the NC B
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
littp://www.secretary.state.nc.us/Corr)orations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htt �: �ortal.ncdenr.ora/web/wq/ws/su/shntesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Kevin Avolis, P.E.
Consulting Firm: Avolis Engineering, P.A.
Mailing Address: P.O. Box 15564
City: New Bern
Phonc: (252 ) 633-0068
Email: avolisen,,int ceringOOembaromail.com
State: NC Zip: 28561
Fax: (252 ) 633-6507
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or h/pe name of person
listed in Contact Infonuation, item la) with (print or hype name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of

As the legal property owner I acl vledge, understand, and agree by my sig: re below, that if my designated
agent (entity listed in Contact Info..nation, item 1) dissolves their company ano/ or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1n) GeorUc Radford
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recordc nd that the proposed project complies with the requirements of the
applicable stem ater pi1@g_ut�idy_r/ 5 AC 21-1 .1000, SL 2006-246 (Ph. 11- Post Construction) or SL 2008-211.
.? / AJan aO!l
a Notary Public for the/State of WC County of
�G �.�", do hereby certify that 0%4A 6%el personalty appeared
before me thisa/ day of I&ICA 00// , and aj�}��� nowled eett e due,execution of the application for
a stormwater yq'f)}i�. Witness my hand and official seal, /A Cf icfGf / (�� d(J/I1/
Q SEAL
r�13L1 c�=.
f�l
C)�j� i t Cn����� My commission
4 g--�o/s
Fonn S WU-101 Version 07Jun2010 Page 6 of 6

Permit
(to be provided by D WQ)
*ice
WDENR
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 (Pail III) must be printed, filled out and submitted along with all of the required information.
O-` O� W AT�gO
G
ti C
I,, PR0JECTtINF_ORMATION'"s"^f: -`�.rs '!" ,'.a-' `''_v -x,'" 'max. -..�rw _"�''il ''rsr..: £.� ",n.�;( sw °'
Project name Child Development Center, MICAS Cherry Point, North Carolina
Contact person Kevin Avolis. PE
Phone number
Date.
Drainage area number
18-Jan-11
11',OESIGNINF.ORMATION
. »y
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
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 prelpost control of the lyr 24hr storm peak Flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak now
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 10ff vegetated shelf elevation
Bottom of 10ff vegetated shelf elevation
Sediment cleanout, lop 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 lop of the additional volume
383,228 112
✓
129,823 fe
v
33.88 %
✓
1.5 in
16,244 flu
22,668 ft3
NIA ff3
tt3
tt3
ff3
Y (Y or N)
3.9 in
Insufficient required volume. it 65�
OK, volume provided is equal to or in excess of volume required. ✓
0.43 (unitless)
0.52 (unitless)
0.16 irdhr OK
13,20 1
14,90 ff3/sec
1.70 It"/sec
20.15 Int
19.00 first
18.50 fmsl
19.50 first
18.50 fmsl Data not needed for calculation option p1, but OK if provided.
13.00 fmsl -
12.00 fmsl Data not needed for calculation option It, but OK if provided.
1.00 If
Y (Y or N)
21.6 fmsl Insufficient. Must equal the temp. pool elev. previously entered
Form SW401-Wet Detention Basin -Rev .8-9117/09 Pans 1.811. Design Summary, Page 1 of 2

Permit No.
go be pmvNetl by OWO)
m� <., w,..v d(,VYw ie..vuw.�,.,5%ai,;,ai..: ��ti.::'iw-.,.n„s.l#iuri.:':._i.uW.?'ipE,;.,az..,el ?kE .@t4fitre-Ts 4 "''Y`.r,+ xsu, n ,:4c ecr ze; IIP'KDESIGNANFORMATION„v �sos<.,r Y HpA ,l�pS nav 0. r ' tl e m �
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A...
Area, bottom of 1Oft vegetated shelf, Aw a,al
Area, sediment cleanout, top elevation (bottom of pond), Aye, m„d
Volumes
Volume, temporary pool
Volume, permanent pool, Vp,.,,, P,
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
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. roil
Area provided, permanent pool, A.-.
Average depth calculated
Average depth used in SAIDA, it., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A.-.
Area, bottom of 1Oft vegetated shelf, Ae„ wai
Area, sediment cleanout, top elevation (bottom of pond), A.,..d
15,324 ft'
11,535 ft'
3.01 (unitless)
11,834 ft' OK
9,519 ft'
3,360 ft'
16,244 ft'
47,267 ft'
10,783 ft'
22.8% %
90 %
Y (Y or N)
N (Y or N)
3.01 (unitless)
Y (Y or N)
47,267 ft'
11,834 ft'
Insufficient. Volume does not agree with data previously entered.
Insufficient forebay volume.
4.17 ft OK
4.0ft OK
N (Y or N)
11,834 ft'
9,519 ft'
3,360 ft'
'Depth' (distance blw bottom of 10ft shelf and top of sediment) 5.50 ft
Average depth calculated It
Average depth used in SAIDA, d,v, (Round to nearest 0.511 It
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 dmwrlown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of 0owpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all mnoft at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Foam SW401-Wei Detention Basin-Rev.8-9117/09
Y (Y or N)
2.25 in
in2
0.60 (unitless)
1.15 It
N (Y or N)
(unitless)
ft
If
13.20 ft'/sec
14.90 ft'Isec
0.08 fli
2.30 days
5N
10 :1
10.0 ft
3 :1
3.0 :1
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
Y (Y or N) OK
2.0 It OK
N (Y or N) OK
Y (Y or N) OK,
Y (Y or N) OK
Pump
Pans I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
W �`81"au 11 -J, t ...r77
K';'YgN'€ tW'III:hREQUIRED ITEMS:CHECKLIST;7 ` r..:. n
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
Initjals
Sheet No.
C-6
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.
_
C-7
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.
i
C-7
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-7
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.
C-7
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for
forebay, to verity volume provided.
G-1
6. A construction sequence that shows how the wet detention basin will be protected from sediment until
the entire drainage area is stabilized.
Attached
7. The supporting calculations.
Attached
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
N/A
9. A copy of the deed restrictions (if required).
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.
Form SW401-Wet Detention Basin-Rev.8-9117/09 Part III. Required Items Checklist, Page 1 of 1

Permit Number.
(to be provided by DWQ)
Drainage Area Number. l_
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,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 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 - Page l of 4

Permit Numbei
provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
Swale
The pipe is clogged.
Unclog the pipe. Dispose of the
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 fore bay
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 necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth,
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50'% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 page 2 of 4

Permit Numbe,.
(to be provided by DWQ)
Drainage Area Number: 1
BMP element:
Potential problem
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.
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 6 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
13.0
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Ift Min.
Sediment
Storage
Permanent Pool Elevation 19.0
Pool
�- Sediment Removal Elevation 13.0 volume
Bottom Elevation
MAIN POND
ale
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 ol'4

Permit Number
(to be provided by DIVA
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Child Development Center (Contract No N40085-06-D-4010-0005)
I3M1' (b-ainage area number:I
Print name:
Title: Director. Environmental Affairs
Address:PSC 8006 MICAS Cherry Point NC 28533-0013
Signaturc:u LC___1
Date: .2 / �oi0
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, ,4W4 C, , a Notary Public for the State of
County 01' 'a/ //"_, .,-/ , do hereby certify that
f Ia Z& Z personally appeared before me this aL
day of 090// and acknowledge the due execution of the
forgoing
yet ddeten ion basin maintenance requirements. Witness my hand and official
seal, G(/L�TeiGll-fair
W���/A�i
Q� P ?i
N�
NOT-ARY
AU80C
lllfil}FN�`,
SEAL
My commission expires i' f-
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Vinson, Scott
From:
Vinson, Scott
Sent:
Tuesday, December 07, 2010 10:50 AM
To:
'Stewart CIV Ruan'
Cc:
Dumpor, Samir
Subject:
FW: Child Development Center (CDC)
Ruan,
Overall we believe that although the pond is not functioning like it's designed to by not
holding it's permanent pool level of water, it is likely to be doing a better job and storing
larger storms & discharging less than currently designed. One concern is that when or if the
pond starts holding water back up at it's designed permanent pool elevation, the wetland
vegetation will need to be planted on the vegetated perimeter shelf. For the time being, we
are good with the proposed plan to sod the banks to keep them stable until such time as the
permanent pool rises up to the design elevation. Please keep us 'informed as to the function
of this pond as time goes by. Thanks, Scott
PS
I received your email but Samir did not. Please note that our email addresses have changed
from
... @ncmail.net to .... @ncdenr.gov Maybe this is why.
NOTE: Please update your address book with my new email address Scott.Vinson(dncdenr.gov
Please consider the environment before printing this e-mail.
*E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
-----Original Message -----
From: Stewart CIV Ruan [mailto:[e-mail]]
Sent: Monday, December 06, 2010 8:21 AM
To: [e-mail]; [e-mail]
Subject: Child Development Center (CDC)
Hi Gentlemen,
I would like you to give me some guidance on the wet pond constructed at the CDC and was
given permit number SW7090710. The problem is that the permanent pool is nowhere near the
level it suppose to be base on the calculations submitted by Avolis Engineering. The pond is
basically functioning as a dry pond. I did not get the chance to make a thorough design
calculation check because of other deadlines I have to meet. However, the pond is doing its
job.
Avolis Engineering wants to sod the entire permanent pool self and hoping that if the
permanent pool reestablishes it would kill the grass. Frankly, I have no problem for them to
do it as long as the Government will not incur additional charge. Also, the sodding will
prevent erosion of the permanent pool area.
Please let me know what you think as soon as possible.
Thanks,
1

k l2Q
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
atco
5WgC)CJ1z)
e u+ 6 -0 4wo cr�4 � 2s39 C LQ = 4U Wal)
State of North Carolina
JUL 22 2009
Department of Environment and Natural Resources
NC DENR Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Marine Corps Air Station Cherry Point North Carolina
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr.. George W. Radford Environmental Affairs Officer - By Direction of the
Commanding Officer
3. Mailing Address for person listed in item 2 above:
PSC Box
City: Cherry Point
Phone: (959 ) 466-4599
Email: [e-mail]
State: NC Zip:28533
Fax: (252 ) 466-2000
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Child Development Center MCAS Cherry Point, North Carolina
Construction Contract No. N40085-06-D-4010-0005
5. Location of Project (street address):
Woodside Drive MCAS Cherry Point
City: Havelock County: Craven Zip: 28533
6. Directions to project (from nearest major intersection):
Proceed from main gate off of NC Highway 101 along Roosevelt Boulevar. Proceed past MCX Exchange.
Project site is on left next to existing Child Development Center.
7. Latitude:34° 54' 6" N Longitude:76° 54' 30" W of project
8. Contact person who can answer questions about the project:
Name: Kevin Avolis, P.E. Telephone Number: (252 ) 633-0068
Email: avolisengineeringQembargmail.com
IL PERMIT INFORMATION:
1. Specify whether project is (check one):
/1 -
❑Renewal ❑Modification
Form SWU-101 Version 09.25.08 Page I of 4

-2. 'If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Industrial Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
See Attached Narrative
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 7.94 acres 4. Total Coastal Wetlands Area: 0 acres
5. Total Property Area (3) — Total Coastal Wetlands Area (4) = Total Project Area**: 7.94 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA): 32.8 %
7. How many drainage areas does the project have? I
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, com lete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Sandy Branch
Stream Class & Index No.
C, Sw, NSW 27-112-2-3
Total Drainage Area (so
346,070 SF, 7.94 Ac
On -site Drainage Area (so
346,070 SF, 7.94 AC
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
113,352 SF, 2.60 AC
% Impervious* Area (total)
32.8%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
30,620 SF, 0.70 AC
On -site Streets (so
On -site Parking (so
64,496 SF, 1.48 AC
On -site Sidewalks (so
11,672 SF, 0.15 AC
Other on -site (so
6,564 SF, 0.15 AC
Off -site (so
Total (so:
113,352 SF, 2.60 AC
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA).
Form SWU-101 Version 09.25.08 Page 2 of 4

9. How was the off -site impervious area listed above derived?
Projects in Union County: Contact the DWQ Central Office staff to check to see if you project is located
within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from httl2://h2o.enr.state.nc.us/su/bml2 forms htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the NC DWQ, and that they will be recorded prior to
the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from httl2://h2o.enr.state.nc.us/su/bml2 forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Form SWU-101 Version 09.25.08 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maus.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management rk
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including: . ,7
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Avolis Engineering, P.A.
Mailing Address: P.O. Box 15564
City: New Bern State: NC Zip: 28561
Phone: (252 ) 633-0068 Fax: (252 ) 633-6507
Email: avolisengineerineembargmail.com
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .10
Signature. / ���/� r' `� (/�l, �L lii- DJ(J
a� �6 n o eq m"4
Form SWU-101 Version 09.25.08 Page 4 of 4 �J

ANorth Carolina Department of Environment and
O Natural Resources
� NCDENR Request for Express Permit Review
For DENR Use ONLY
�1
Reviewer:
Submit
Time:
Confirm
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;alison.davidson(a)ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(7ancmail.neI QL
• Mooresville & -Patrick Grogan 704-663.3772 or Patrick.grogan(7ancmail.net
• Washington Region -Lyn Hardison 252.946.9215 or Iyn.hardison(ancmail.net
• Wilmington Region -Janet Russell 910-350-2004 or janet.russell(ai ncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day. 5 110'ID'1071 O
Project Name: CHILD DEVELOPMENT CENTER County: CRAVEN
Applicant: COMMANDING OFFICER Company: MCAS CHERRY POINT
Address: MICAS CHERRY POINT City: HAVELOCK, State: NC Zip: 28532 EXPRESS
Phone:[phone] Fax: - - Email: _
Project is Drains into SANDY BRANCH waters Project Located in NEUSE River Basin JUL 2 2 2009
Engineer/Consultant: KEVIN AVOLIS, P.E. Company: AVOLIS ENGINEERING, P.A.
Address: P.O. BOX 15564 City: NEW BERN, State: NC Zip: 28561 NC DENR
Phone:[phone] Fax::[phone] Email: AVOLISENGINEERINGaa(..EMBARQMAIL.COM
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-site[SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with '9 acres to be disturbed.(CK # /a�4�or DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes ❑ No
Fee Split for multiple permits: (Check # 053c )
4 5aD .ea
Isolated wetland on Property ❑ Yes ® No
Buffer Impacts: ® No ❑ YES: acre(s)
Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ® No
For DENR use only
Total Fee Amount $ LMOCD
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance ❑ ❑ Ma; Min
$
SW ❑ HD, LD, ❑ Gen
$
401:
$
LQS
$ pnr)
Stream Deter,_
$

AVOLIS ENGINEERING P.A.
\
lLAY P.O. Box 15564 • New Bern, North Carolina 28561 [phone]
EXPRESS
JUL 2 2 2009
July 21, 2009 NC DENR
Mr. Al Hodge
Environmental Engineer
NCIENR- Water Quality Section
943 Washington Square Mall
Washington, NC 27889
RI Child Development Center - Marine Corps Air Station, Cherry Point, North Carolina
AE Project No. 08098
Dear Al:
Enclosed please, find the following for the above -referenced project for your review and
approval:
• Stormwater Permit with Narrative (Original and One Copy)
• Project Plans (2 Copies)
Stonnwater Calculations (2 Copies)
$4,000 Express Permit Pee
It is requested that you review the permit package at your earliest convenience.
Should you have any questions relating to this matter or need any additional information, please
do not hesitate to call.
Sincerely
Kevin Avolis, P.E.
President
cc: Virtexco
MICAS Cherry Point

Vinson, Scott
From:
Avolis Engineering, P.A.[avolisengineering@embargmail. com]
Sent:
Wednesday, July 22, 2009 4:08 PM
To:
Vinson, Scott
Subject:
Child Development Cente, Cherry Point
Attachments:
CDC cherry Point.pdf
Scott:
Thank you for your time today.
I have modeled the drawdown of the 1 1/2" design volume as requested. The attached calcs depict the draw down
occurring in excess of 48 hours, (somewhere between 48 and 54 hours). The 2 1/4" orifice size appears satisfactory.
Let me know if there are any comments or questions
Thank You
Kevin Avolis

f-V

STORMWATER POND CALCULATIONS
COASTAL STORMWATER DESIGN
CHILD DEVELOPMENT CENTER
MCAS, CHERRY POINT
HAVELOCK, NORTH CAROLINA
ADDED 7/22/09-CHECKED 1 Y" DRAWDOWN IS 48 HOURS<T<120
SIZED POND AND ORIFICE:
SITE DATA
FAL
73
738
Dy'FNGINE�QS0
nr�G� I D
TOTAL SITE WATERSHEAD AREA =
346070 SF
7.94
BUILDING AREA =
30620 SF
0.70
SIDEWALK AREA/PLAYGROUND AREA =
18236 SF
0.42
PARKING/DRIVE AREA =
64496 SF
1.48
GRASS AREA =
232718 SF
5.34
TOTAL BUILT - UPON AREA =
113352 SF
2.60
% BUA =
DETERMINE POND SURFACE AREA REQUIREMENT AT PERMANENT POOL
REFERENCE SAIDA TABLE
32.8 %
YES
NO
85% TSS REMOVAL WITH 30- VEGATATIVE FILLER
90% TSS REMOVAL FOR WET DETENTION WITHOUT VEGETATIVE FILTER
X
X
SET AVERAGE PERMANENT POOL DEPTH =
SAIDA LOW (30%) _
SAIDA HIGH (40%) _
% IMPER(ACTUAL%) _
% IMPERVIOUS LOW =
INTERPOLATED SAIDA VALUE _
REQUIRED SURFACE AREA =
APPROXIMATE POND WIDTH =
APPROXIMATE POND DIMENSIONS =
SET PERMANENT POOL AREA AT: 11,838 SF
CALCULATE 1 1/2" STORM RUNOFF VOLUME
3.5 FT
3
4
32.8 %
30 %
3.28
11,334 SF
FT
FT
X ERR FT

USE SIMPLIFIED METHOD (SEEPAGE 7 OF CALCULATIONS)
1 1/2-INCH STORM VOLUME = 14,915 CUBIC FEET
SET PERMANENT POOL LEVEL AT: 0' STAGE _
DETERMINE POND STAGE RISE ASSOCIATED WITH 1 1/2" STORM
19 FT ELEVATION
STAGE FT
SURFACE AREA
INCREMENTAL VOL FT `
CUMM. VOL FT
STORM VOL. FT
-10
0
0
0
-9
0
0
0
-8
0
0
0
-7
0
0
0
-6
5075
0
0
-5
5811
5,443
5,443
-4
6579
6,195
11,638
-3
7379
6,979
18,617
-2
8211
7,795
26,412
-1
9075
8,643
35,055
0
11838
9,988
45,043
0
1
15086
12,406
57,449
13,888
2
16675
15,881
73,330
29,769
3
18321
17,498
90,828
47,267
4
20023
19,172
110,000
66,439
5
21782
20903
130,903
87,342
6
0
O
130.903
87,342
7
0
0
130,903
87,342
8
0
0
130,903
87,342
9
0
0
130,903
87,342
10
0
0
130,903
87,342
CALCULATE 2" STORM RISE
BETWEEN: 19 FT & 20 FT THE STORED RUNOFF = 13,888 FT3
REMAINING VOLUME TO BE STORED ABOVE 20' CONTOUR =
RISE ABOVE 20 FT CONTOUR = 0.060 FT
(1027/14,915=0.06)
THEREFORE 1 1/2" STORM ELEVATIOP 20.06 FT SAY:
STORM STAGE:
DETERMINE ORIFICE SIZE TO DRAW DOWN THE 1 1/2" STORM
20.1 FT
1.1 FT
1,027 FT3

1/3 AVAILABLE ORIFICE HEAD =
SIZE ORIFICE FOR 3-DAY DRAWDOWN
AVERAGE Q REQUIRED =
FROM P. III -II OF HRM
BASIC ORIFICE EQUATION
Q =
DISCHARGE(CFS)
Co =
COEFFICIENT (USE 0.6)
A =
ORIFICE AREA (SF) Q=CD'A'sgrt(
9 =
GRAVITY (32.2 FT/S2)
h =
DRIVING HEAD FT
a
0.37 FT
0.058 FT3/S
SOLVE FOR AREA REQUIRED: A=Q/(CD'sgrt(28h)= 0.01965 SF
ORIFICE DIAMETER (D) = 0.1580 FT APPROXIMATELY= 1.96" INCHES
TRY A 2.25 H DIAMETER ORIFICI =Do
CHECK ORIFICE SIZE BY ROUTING THE DRAWDOWN OF THE 1 '/," STORM RUNOFF
DISCHARGE TABLE
h(FT)
Q(CFS)
1.1
0.139
1
0.133
0.9
0.126
0.8
0.119
0.7
0.111
0.6
0.103
0.6
0.094
0.45
0.089
0.4
0.084
0.35
0.079
0.3
0.073
0.25
0.066
0.2
0.059
0.15
0.051
0.1
0.042
0.05
0.030
NOTE: h MEASURED TO CENTER OF ORIFICE
Q=(0.6)(PI/4)(Do/12)2Sgrt(2'32.2'h )
INITIAL HEAD = 1.10 FT
APPROXIMATE 1" STORM DRAWDOWN USING 6 HOUR INCREMENTS
REQUIRED VOLUME = 14,915 FT3 POND HAS 1 1/2" STORM VOLUME AT t=0
G

.4
TIME ELAPSED HR
h FT Q CFS
Q/6 HRS
QCUMM
VOL. REMAINING FT
6
1.10
0.139
3,012
3,012
0
12
0.88
0.125
2,691
5,703
9,212
18
0.68
0.110
2,367
8,070
6,845
24
0.50
0.094
2,040
10,110
4,805
30
0.35
0.079
1,710
11,820
3,095
36
0.23
0.064
1372
13192
1723
42
.0.13
0.047
1,024
14,215
700
48
0.05
0.030
652
14,868
47
61
0.
0. 0
37
-1
60
-0.01
ERR
ERR
ERR
ERR
66
ERR
ERR
ERR
ERR
ERR
72
ERR
ERR
ERR
ERR
ERR
78
ERR
ERR
ERR
ERR
ERR
84
ERR
ERR
ERR
ERR
ERR
90
ERR
ERR
ERR
ERR
ERR
96
ERR
ERR
ERR
ERR
ERR
102
ERR
ERR
ERR
ERR
ERR
108
ERR
ERR
ERR
ERR
ERR
114
ERR
ERR
ERR
ERR
ERR
120
ERR
ERR
ERR
ERR
ERR
101
"NOTE: (ERR) INDICATES THAT THE STORM WATER HAS DRAINED NEARLY LEVEL WITH THE ORIFICE HEIGHT
WHICH WILL BE THE HEIGHT OF THE PERMANENT POOL.
THERFORE THE 1 1/2" STORM WATER HAS DRAINED WITHIN THE TIME PERIOD OF 2 - 5 DAYS, AND THE RUNOR
CONTROL FOR THE POND IS SATISFACTORY.
1Z
Z12 � s

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it
,2� � ^p• Y 1 i
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I FAX RD
JIGREENE RE)
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STE
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til J
lt' t or ,
yl0cun Village i`'"' k
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il-
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�h
1000 0 500 1000 20(
GRAPHIC SCALE: 1" = 10
AVOLIS ENGINEERING, P.A. SITE LOCATION MAP
Civil and Environmental Engineering BUILDING4298
P.O. BOX 15564 NEW BERN, NORTH CAROUNA 28561 MARINE CORPS AIR STATION
PHONE. [phone] FAX: [phone] CHERRY POINT, NC

Fa DENR Use ONLY
eNorth Carolina Department of Environment and ReviewmSubrrd. 1 C
Natural Resources
NCDENR Request for Express Permit Review Tim
confirm
FILL-IN all the Information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site Plan PDF file and vicinity ma same items expected In the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.298.4698;alison.davidsonidncmall.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; davld.lesoncmall.net
• Mooresville & -Patrick Grogan 704-663.3772 or patrick.arogan0mcmail.net
• Washington Region -Lyn Hardison 252-946.9215 or Ivn.hardisonfalncmall.net
• Wilmington Region -Janet Russell 910-350.2004 or ianel.russellAncmall.net
NOTE: Project application received after 12 noon will be stamped in the following work day
SW
SW
SW
SW
SW
Project Name: IMPROVEMENTS TO CDC PLAYGROUND AT BLDG 4298 County: CRAVEN
Applicant: COMMANDING OFFICER Company: MICAS CHERRY POINT
Address: PSC BOX 8006 City: CHERRYPOINT, State: NC Zip: 285L3-_
Phone: 2�2-4f¢4731, Fax: [phone] , Email: [e-mail]
Physical Location:BUILDING 4298
Project Drains into SANDY BRANCH waters —Water classification C, $W,N W (for dassificabon see-hito:tlh2o.enr.state.nc.us/bims/reports/reportsWB.html)
Project Located in NEUSE River Basin. Is project draining to class ORIN waters? N , within % mile and draining to class SA waters N or within 1 mile and
draining to class HOW waters? N
Engineer/Consultant: JKEVIN AVOLIS, PE Company: AVOLIS ENGINEERING PA fi�i�®
Address: P.O. BOX 15564 City: NEW BERN. State: NNQ Zip: 285 1-_ EXPRESS
Phone: 2�2-M-Ma, Fax: 252-0- 5 7, Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY MAR 2 2 2011
❑ Scoping Meeting ONLY ❑ DINO, ❑ DCM, ❑ DLR, ❑ OTHER: _ NC DENR
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear it or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
®'State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Ou6el Swales ❑ Off -site [SW _ (Provide permit #))
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density-Bio-Retent on _ #Treatment Systems El High Density —SW Wetlands _ # Treatmen ems
® High Density -Other 1 # Treatment Systems / ® MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev, elusion SW 7090710 (� e; ,t#
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures In or
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 1.1 acres to be disturbed.(CK # I "3Gu(for DENR use)) $ 1?0
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopina and express meetino reauest
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process wl US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ❑ No
......................................... I.......... r..-For DENR...... rr.rrrrr<. rr rr......rr..r r
Fees lit for multiple ermits: Check# .17 I Total Fee Amount$ I312—
SUBMITTAL DATES
Fee 111
MITTAL DATES
Fee
LAMA
$
Variance( Mel; Mln)
$
SW ( HD, 0 LD, LJ Gen)
1 $ ?jSC P
401:
$
L0.S1
$
I Stream Deter,_
$
NCDENR EXPRESS March 2009