SW7090904_CURRENT PERMIT_20100224

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW _oo�
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM DD

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
Secretary
Mr. George Radford, EA Officer
MCAS Cherry Point, EAD
Bldg. 4223, Access Rd.
Cherry Point, NC 28533
Subject: Stormwater Permit No. SW7090904 Modification
Bachelor Enlisted Quarters,
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 Bachelor Enlisted Quarters, MCAS Cherry Point, NC on January 14, 2010. 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. SW7090904 dated February 24, 2010, for the corlstruction of the subject project.
f2I30'2-�
This permit -shall be -effective -from the date -of issuance -until February 24 2020 shall void -Permit No. "—
SW7090904 issued September 18, 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. This Modification is due to increase in
common area of roughly 2,200 square feet. This increase caused slight changes to wet detention
ponds #6 and #7.
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].
kcerely,
AI Hodge
Regional Supervisor
Surface Water Protection Section
AH/ sd: S:\WQS\STORMWATER\PERMIT\SW7090904 Modification
cc: Myra W. Jones, PE, Haskell Architects and Engineers (111 Riverside Ave, Jacksonville,
FL 32202)
Craven County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet ww�. ncsratertruahq- oig
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 PAX 252-946-9215 NOrthC/a+rofina
An Equal Opportunity/Affirmative Action Employer - 50% Recycledll0%Post Consumer Paper Naturaffil

State Stormwater Management Systems
Permit No. SW7090904Mod
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
Bachelor Enlisted Quarters, MCAS Cherry Point
Havelock, -Craven -County —
FOR THE
construction, operation and maintenance of 3 wet detention ponds 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 February 24, 2020, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 132,433 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
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7090904Mod
landward of all perennial and intermittent surface waters.
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Pond #3
Pond #6
Pond #7
a.
Drainage Area, ft2:
45,035
57,505
71,707
b.
Total Impervious Surfaces, ft2:
Storm,
35,428
45,691
51,314
C.
Design inches:
1.50
1.50
1.50
d.
Pond Depth, feet:
3.0 avg.
3.0 avg.
3.0 avg.
e.
TSS removal efficiency:
90%
90%
90%
f.
Perm. Pool El., FMSL:
19.00
21.50
21.50
9.
Perm. Pool Surface Area, ft2:
5,738
5,452
7,181
h.
Permitted Storage Volume, ft3:
5,921
6,733
8,565
i.
Temporary Storage El., FMSL:
20.15
22.40
22.40
j.
Predevelopment 1 year 24 hour:
0.81 ft3/sec
-
1.77
k.
Post development 1 year 24 hour:0.58 ft3/sec
-
1.21
I.
Controlling Orifice:
1.25"0 pipe
1.44" 0 pipe
1.63" 0 pipe
M.
Permitted Forebay Volume, ft3:
2,145
2,339
3,369
n.
Receiving Stream/River Basin:
East Prong
Slocum Creek
/ Neuse
o.
Stream Index Number:
27-112-2
P.
Classification of Water Body:
"C; Sw, NSW"
II: SCHEDULE OF-COMPL-IANCE- -- - -
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, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7090904Mod
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.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. 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 charige.
—c.—--Transfer-of-ownership.-- ---- - - -- --
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. 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.
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.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7090904Mod
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 2008-
211, Title 15A NCAC 2H.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 February 24, 2020.
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 issued this the 24th day of February, 2010.
RTH AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
VWlVVI111. VUJI I1101 V I I ri LW
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7090904 Modification
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7090904Mod
Bachelors Enlisted Quarters, MCAS Cherry Point, NC
Stormwater Permit No. SW7090904 Mod
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 No. SW7090904Mod
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

State Stormwater Management Systems
Permit No. SW7090904Mod
Bachelors Enlisted Quarters, MCAS Cherry Point, NC REOFIVEV
Stormwater Permit No. SW7090904 Mod
Craven County JUN 2 2011
Designer's Certification MAP'11;.4VARO
I, MYKA W.:oNES, PE., as a duly registeredE &rNEEl2 in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
BAuRE6.oRS 6VUZ 7ED GwA2TE,e5 MehS CHERRY FbrNT
(Project)
for 5AD GNERR`T RmU-r MCAS (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: :•,a:,::;:; ,
SI oPBS (3E/a✓ NEIa£ TATTED 5NE6.F ARC A-r A 2' f • „'e:.•. °•:.: ,; : •;. A,''^{
(3E SE WA1vR TA► LEw> ARE LowBA•N
R 7H
a
M OLbC.USSZONS µj� ld=DR i` t'�5j r :`
PoaP So7T� So�P>cA =
�u
.u-vDED THAT Slpw
PZS oW.D OE
foR 5'!AldZL=zi' '¢`'>r.�S EA`,t'"• '4 �1 •::'•.
Signature
Registration Number LD 1309
Date MAY 31 Sty Z01I _
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7090904Mod
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 &ains'a�e locatedlsuctr that the'runeff : Airecte'd into th'e 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.
SEA 8. All slopes are grassed with permanent vegetation.
ROVE95E 9. Vegetated slopes are no steeper than 3:1.
v/_ 10. The inlets are located per the approved -plans and do -not cause short-
circuiting of the system.
✓ 11. The permitted amounts•of,.surf ace, 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.
V/"15. The required system dimensions are provided per the approved plans.
cc; NCDENR-DWQ Washington Regional Office
Craven County Building Inspections
THE HA`_KEL!_ COMPAi•!"!
MAR 01 2010
iACI<SONVILL FLOP!DA
H01%1E OFFICE
Pano 7 of 7

l-L�TC� �u-42T��S -�5 U,•Y�.
STORMWATER SUBMITTAL REQUIREMENTS
WET DETENTION POND
Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure'it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
II. What makes up a complete wet detention pond application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements.
C. Deed restriction document, if applicable (for subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F. Chlorides test results must be provided if the project is within''/3 mile of SR waters (Phase II).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcompond
s:\wqs\stormwater\shells\highsubpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
VI. Review Procedure
A. APPLICATION
1! <PAn original signature is required. Photocopied signatures cannot be accepted.
.✓ 2A completed wet detention pond supplement and a signed, dated and notarized wet
/detention pond Inspection and Maintenance Agreement with an original signature.
3.✓ The numbers on the supplement match up to the numbers used in the calculations and
shown on the plan details.
4. Built -upon areas are reported in square feet in Section 111.6.
5.vReceiving stream name and classification. This is important because in the non -Phase
I I counties, a wet pond cannot be used on a project that is within ''% mile of and draining
to SA waters. For Phase 11, a wet pond is allowed within '/z mile of SA waters.
6.�Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
proposed wet pond.
T ✓ If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
4/KFor subdivided projects, a signed and notarized deed restriction statement must be
provided.

Wet Detention Pond, cont.
B. CALCULATIONS
I. ✓ The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
TPE.
2YJ/I1For Phase II projects that are within Y2 mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
the 1 year 24 hour storm must be controlled and treated.
3.I/tFor Phase II projects, the discharge rate leaving the pond can be no more than the
pre -development discharge rate for the 1 year 24 hour storm.
40,JkFor Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
reaching surface waters.
5. `/ The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6. If the 85% Tart is used a 30' vegetated filter must be provided at the outlet of the
/ pond. If th 90% SS chart is used, no filter is required.
7. V Use the corI hA/DA TSS chart from the BMP Manual noting that there are different
/charts for different areas of the State.
8. V✓Required surface area at permanent pool.
9. Provided surface area at permanent pool (Based on pond dimensions)
10. Required volume calculation based on 1.5" storm for Phase II projects* and 1" storm for
all others projects. *unless the project is Phase II and within '/2 mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
11 ✓and post development conditions for the 1-yr 24-hr storm.
Table of elevations, areas, incremental volumes and accumulated volumes for overall
pond and for forebay, to verify volumes provided.
12 .le/Forebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
K.)
13 on -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14. ✓The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15 v Rounding numbers off during the calculation process can result in deficiencies. Do not
round the numbers until you get to the final result.
16?/An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.

Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
few sheets as possible, without cluttering them up.
1.✓ Development/Project Name
2. ✓Engineer name and firm.
3. t/Legend
4.1/ North Arrow
5. ✓ Location Map with nearest intersection of two major roads shown. Major road is any 1,
2, or 3 digit NC, US or interstate highway.
6. ✓ Scale- standard engineering scale, no off-the-wall stuff.
7. ✓✓Date
8. /Revision number and date, if applicable.
9. v Original contours, proposed contours, spot elevations, finished floor elevations, pipe
✓ inverts, swale inverts, etc.
10. Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11� Property/Project boundary lines, bearing & distances.
12 Mean High Water Line or Normal High Water Line, if applicable.
13. VThe permanent pool elevation must be above the SHWT and above the lowest
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
��ff prevent dewatering the wetland.
14 /4Drainage easement widths, pipe sizes and swale inverts are provided.
15. Wetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
✓in wetlands unless a permit to fill those wetlands has been obtained.
16. Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
17Vg��ffiffilopes.
partment / Condo development- Provide a typical building footprint with dimensions
/and note all concrete and wood deck areas.
18. The drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
plan sheet.
19. A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
above the permanent pool, and the weir elevation between the main pond and the
forebay.
20.�The 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21.�An outlet structure detail showing a trash rack with <_6" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
elevation.
22V Dimensions for each line and arc formed by the permanent pool contour.
234KN ere the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
mechanism). Please note that the filter strip is not a ditch.
24 V. /A forebay is provided for each inlet and located so as to prevent short-circuiting.
25. The pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
26. A Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
27 VAll roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site prior to going through the pond.

Udcil`o
t DWQ USE ONLY
Date Received
Fee Paid
Permit Number
s
Applicable Rules: ❑ Coastal SW — 1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construe 'on
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources - =
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORON 14 2010
This form rnau be vhotocomed for use as an orieinal
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Bachelors Enlished Quarters, MCAS Cherry Point, NC
2. Location of Project (street address):
Citv:MCAS Cherry Point County:Craven Zip:28533
3. Directions to project (from nearest major intersection):
From US 70 and NC Hwy 101 go east on 101. Take a left into Cherry Point MCAS. Turn right on C St. The
project is on the left between 3rd and 4" Avenues.
4. Latitude34° 54' 07" N Longitude:76° 53' 40" W of the main entrance to the project.
H. PERMIT INFORMATION:
1.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 numberSW7090904 , its issue date (if known)9/10/2009 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, 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: _ 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:BEO Cherry Point Crave-2010-014 11 /18/2009,
Sedimentation/Erosion Control Permit
FormSWU-101 Version07July2009 Page Iof6

North Carolina Dept. of Environmental
and Natural Resources JAN 1 4 2010
vconnn YIIMRCQ. 49In9
INVOICE
DATE
AMOUNT
DISCOUNT
NET505.00
SDVO10610
01/06/10
505.00
6600923$mRIPTION
s jack
j PAY
;TO' 1
i•
e
CHECK TOTAL AMOUNT 505.00
n00 1800 2 291i' i:06 3 10? 5 1 31: 200001.3848 50 2n'

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/OrganizatiomEAD WAS Cherry Point
Signing Official & Title:George Radford, EA Officer
b.Contact information for person listed in item la above:
Street Address:Bldg 4223, Access Road
Gty:Cherry Point State:NC Zip:28533
Mailing Address (if applicable):
City:
Phone: (252 ) 466-4599
Emaii:[e-mail]
State: Zip:
Fax: (252 ) 466-2000
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 Htle below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Tit
b.Contact information for person listed in item 2a above:
Street Address:
City
Mailing Address (if
City:
Phone: ( L
Fax:
Zi
Zi
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
Signing Official & Ti
b.Contact information
Mailing Ad
Cityaacksonville
Phone: (904 ) 791-4666
State:FL Zip:32202
Fax: (904 ) 475-7887
Email:[e-mail]
Form SWU-101 Version 07Ju1y2009 Page 2 of 6

4. Local jurisdiction for building permits
Point of Contact: Phone #i:
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be collected in wet detention ponds using sheetflow into swales and pipes. The ponds will
treat the first 1 5" of rainfall and excess will overflow into the existing swale and closed conduit systems. The
onds have been desiLmed for 90%TSS removal
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.Identify the regulations) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 4.00 acres
River basin.
5. Total Coastal Wetlands Area: 0.00 acres
6. Total Surface Water Area: 0.42 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project Area':
3.58 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of stremns and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MH1,V) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of tlne NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 76.0 %
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 3
Draina e Area 6
Draina e Area 7
Draina e Area -
Receiving Stream Name
East Prong
Slocum
Creek
East Prong
Slocum
Creek
East Prong
Slocum
Creek
Stream Class
w,N W
w,N W
w,N W
Stream Index Number *
27-112-2
27-112-2
27-112-2
Total Drainage Area (s
45,035.22
57,504.63
71,707.31
site Drainage Area (s
45,035.22
57,504.63
71,707.31
site Drainage Area (s)
0.00
0.00
0.00
Proposed Impervious Area" (sf)
35,426.01
45,690.67
51,314.35
'% Impervious Area" (total)
78.67
79.46
71.54
Im erviousSurface Area
Draina e Area 3
Draina e Area 6
Draina
e Area 7
Draina e Area -
On -site Bui ings Lots (s
0. 0
14,-139
14,506
On -site Streets (s
0.00
0.00
0.00
On -site Parking (s
29,504
24,167
12,120
On -site Sidewalks (s
144
1,734
7,152
Other on -site (so
5,780
5,451
17,536
Futures
0.00
0.00
0.00
Off -site (s
0.00
0.00
0.00
Existing BUA""" (s)
0
0
Tota (s
35,428
45,691
51,314
" Stream Class and Index Number can be determined at: her//h2o enr state nc.us/bims/reports/reportsWB html
Form SWU-101 Version 07July2009 Page 3 of 6

Y` 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 remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Using AutoCad
Projects in Union County: Contact DIVQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that niay be subject to more stringent stormwater requirements as 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
fromhttD://h2o.enr.state.nc.us/su/brnD forms.htm.
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:/ /h2o.enr.state.nc.us/su/bmp forms.htm. 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://h2o.enr.state.nc.us/su/msi maps.htm.)
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 ham://h2o.enr.state.nc.us/su/bmp forms.htm.
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 Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelw.envhelp.orgZpages/onestopexpress.htmi 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/management
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'h mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
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 ideritify 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).
for
Form SWU-101 Version 07July2009 Page 4 of 6

p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
1 dd d th •11 a of the borin locations with the existin
ti>
e evaons n a mon to ep s) as we as a m p g b
elevations and boring logs. Include an 8.5"xl I" 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 verify the SHWT prior
to submittal, [phone] )
_AN
�
A copy of the most current property deed. Deed book: Page No:
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htto'//www.secretary.state.nc.us/Corporations/`CSearch.asi2x
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
littl2,//h2o.enr.state.nc.us/sulbmp forms htm'deed restrictions. 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.
Vlll. 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:
Consulting Firm:
Mailing Address:
Phone:
Email:
State:
Fax: ( )
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 inthis permit application, and thus give perission to (print or type name of person
listed in Contact Information, item la) with (mprint or type name a organization listed in
Contact Information, item IN 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 07July2009 Page 5 of 6

`, • As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
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 a
completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater treatment
facility without a valid permit. 1 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: Date:
1, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of 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
1, (print or type name of person listed in Contact Information, item 2) (e OYlOe, W v c l . Tr•
certify that the information included on this permit application form is, the bes f rrit knowledge, correct and
that the project will be constricted in conformance with the approved plans, that the required deed restrictions
and protective covenants will be reco ed, and that the proposed project complies with the requirements of the
applicable stormw ter �n'',�P`C der NCAC 2H .1000, SL 2006-246 (Ph. Il -Post Construction) or SL 2008-21].
�. _.�T SJ
Signature: `r w ^t Date: l( ✓LLccQ/_
1, , tS� h�f�t�L— a Notary Public for the State of I� Orjj,` ['R21}Wrvq County of
�VaV6r 1 do hereby certify that(, -ter 9e- W. { n A P-L IT2 personally appeared
before me this I1" day of ,QI(1 and ac rnpwl the due execution of the application for
a stormwater permit. Wt ess my hand and official seal, /Q
USA DOBER
Notary Public
Onslow County, NC
M Comm(ssanE ir2s11-152p12
SEAL
My commission expires 1 j- 1 S-ania
Form SWU-101 Version 07July2009 Page 6 of 6

State Stormwater Management Systems
Permit No. SW7090904
Bachelors Enlisted Quarters, MCAS Cherry Point, NC
Stormwater Permit No. SW7090904
Craven County
Designer's Certification
I, AWRA W. SoNES , as a duly registered E41baUEE2 in the
State of North Carolina, having been authorized to observe eriodica / weekly/ full
time) the construction of the project,
I3F.Q GHEI-R.Y POT.,CT
(Project)
/ss BFSNG WD
for MCkS "b5my Pom r i(Project Owner) hereby state that, to the
best of my abilities, due care and diligence waetrset in the observation of the project
construction such that the constructiobserved to be built within substantial
compliance and intent of the approve plans and specifications.
X6
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 31
Date L*2 1 %JLvll0
k>
SEAL
03130
IA,J
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7090904
Certification Requirements:
140T FAR EuovGN ALDNCa FbR CWAPL6_r oA) OF THESE Z7-6�M5.
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 outle/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