SW7090904_HISTORICAL FILE_20210520

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
07HISTORICAL FILE
\(❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Governor
DIONNE DELL[-GATTI
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
May 20, 2021
Mr. Charles E. Schulz, Deputy Facilities Officer
MICAS Cherry Point
PSC Box 8006
Cherry Point, NC 28533
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090904
MCAS Cherry Point — Bachelor Enlisted Quarters
Craven County
Dear Mr. Schulz:
t'Va0,Q,
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7090904 for a stormwater treatment system consisting of three
wet detention ponds serving the Bachelor Enlisted Quarters expires on December 30,
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.,-ov/about/divisions/energy-mineral-land-resources/enera,v-mineral-land-
rules/stormwater-pro,-rain/post-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 to
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 roger. thorpe(cDncden r.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality Division of Energy. Mineral and Land Resources
_ �/ Washington Regional Office I q43 Washington Square Hall I Washington. North Carolina 27889

� ® HASKEa L HASKELL tel [phone]
■G9 I I I Riverside Avenue fax [phone]
ARCHITECTS AND ENGINEERS. P.A. Jacksonville, Florida 32202-4950 web www haskell com
Transmittal
TO: Mr. Samir Dumpor
Department of Environment and Natural
Resources
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
PROJECT: P-0135 Bachelor Enlisted Quarters
MICAS Cherry Point, North Carolina
6600922
We are sending you ® herewith
❑ under separate cover
DATE: June 1. 2011
SUBJECT: Designer's Certification
SW7090904MOD
the following documents on this project.
NUMBER
DRAWING
COPIES
I NUMBER DATED
TITLE OR DESCRIPTION
PREPARED BY
05/31/11 Signed and Sealed Designer's Certification Haskell
FLY
--------------------------------------------------- --- --
I
2 2011 -- - -- -
I
These documents are being submitted to you
®
For your use
ElPlease sign and return both copies; one executed copy will be returned to you
ElFor
estimating purposes.
❑ For your approval. Please return ( ) copies "APPROVED" or, "APPROVED AS NOTED".
❑
Approved.
❑ Due to revisions. Please acknowledge receipt, advising if these revisions will affect the
❑
Approved as noted.
contract price.
❑
For
REMARKS:
COPIES TO: Mr.
Eric Frank (ROICC)
Ms.
Cheryl Murray (EAD Cherry Point)
Mr.
Ruan Stewart (EAD Cherry Point)
Mr.
Charles J. Bateh
Mr.
James R. Hyla
Ms,
Myra W. Jones
Mr.
Kevin L. Kernan
Mr.
Larry W. Willis
Very truly yours,
HASKELL ARCHITECTS AND ENGINEES, P.A.
Virginia B. Sutton
Civi�Engineering Associate
North Carolina Architecture if 51202, Engineering # C-2136

N
UNITED STATES MARINE CORPS
MARINE CORPS AIR STATION
POSTAL SERVICE CENTER BOX 8003
CHERRY POINT, NORTH CAROLINA 28533-0003
CERTIFIED MAIL
RETURN RECEIPT REQUESTED: 70042510000505466173
Mr. Al Hodge
North Carolina Department of
Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
Dear Mr. Hodge:
IN REPLY REFER TO
5090/29484
LN
June 9. 2011
JUN 1 0 2011
Marine Corps Air Station, Cherry Point, submits the enclosed
designer's certification of construction for the project, Bachelors
Enlisted Quarters (BEQ), permitted under SW7090904.
Ms. Myra W. Jones with the Haskell Company, and a registered
Professional Engineer in the State of North Carolina, oversaw the
project and completed the certification. She has noted a deviation from
item 9 of the certification requirements checklist based on consultation
with a member of your stormwater staff.
Please direct any questions, comments, or concerns to Mr. Ruan
Stewart of the Environmental Affairs Department at 252-466-3117.
Sincerely,
biro ment 1 Af aiirs Officer
By di ecti n of the
Commandinq icer
Enclosure: (1) Bachelors Enlisted Quarters Designer's Certification

4����NT•oF O� 2
T
'�O nrn n• or ��'•,c
UNITED STATES MARINE CORPS
MARINE CORPS AIR STATION
POSTAL SERVICE CENTER BOX 8003
CHERRY POINT, NORTH CAROLINA 28533-0003
CERTIFIED MAIL
RETURN RECIEPT REQUESTED: 7006 2150 0002 7564 1060
Mr. Al Hodge
North Carolina Department of
Environmental and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
Dear Mr. Hodge:
IN REPLY REFER TO
5090/29484
LN
January 12, 2010
= ; � f-C.`i..Rcl- l
JAN 1
4
7'i',u
JAN
4 2010
Marine Corps Air Station, Cherry Point, submits the enclosed stormwater
management permit application for project P-0135 Bachelor Enlisted Quarters.
Two complete copies of the application and all supporting plans and
specifications are enclosed. This application modifies our existing permit
number SW7090904 issued on 10 September 2009. The proposed changes increase
the impervious area by approximately 2,200 square feet and are summarized in
the�Narrative section of the specification document. Enclosure (2) remits the
permit review fee.
Please direct any questions, comments, or concerns to Mr. Ruan Stewart of
the Environmental Affairs Department at 252-466-3117.
Sincerely,
MCF L D
Supervisory Environmental Engineer
By direction of the
commanding Officer
Enclosures: (1) Stormwater Management Permit Application (2 copies)
(2) Permit Review Fee Payment, Check #0180029, $505.00

Dumpor, Samir
From: Barnhardt, Virginia H. [Virginia. [e-mail]]
Sent: Friday, February 19, 2010 4:38 PM
To: [e-mail]
Cc: Jones, Myra W
Subject: Cherry Point BEQ revisions
Attachments: BEQ Storm Structure Table.pdf; 6600922C-531-C-531 Updated Pond 3.pdf
Sorry it took so long to get these sheets sent. I have attached an 11x17 sheet of the C-531 which shows the updated ST-
2 structure in detail 1 and also an updated Storm Structure Table from the C-132 drawing. Please let me know of you
need anything else.
«BEQ Storm Structure Table.pdf>> <<6600922C-531-C-531 Updated Pond 3.pdf>>
Thank you,
Virginia H. Barnhardt, E.I., LEED All
Civil Associate
Haskell Architects and Engineers
Phone# [phone]
Right Fax# [phone]
vi rginia. barnh a rdt�cJ has kell. com

STORM DRAINAGE STRUCTURE TABLE
*
O
DESCRIPTION
OR TYPE
TOP EL.
(GRA
INVERTS
DETAIL
N
S
E
W
ST-1
18" MES
-
18.00
6 530
ST-2
CONTROL STR.
21.30
18.20
1 531
ST-3
18" MES
-
17.00
6 530
ST-4
2X3 INLET
20.00
17.20
3 530
ST-5
12" DBL MES
-
20.20
9 530
ST-6
12" DBL MES
-
20.25
9 530
ST-7
15" MES
-
15.40
6 530
ST-8
2X3 INLET
22.25
15.60
3 530
ST-9
12" TIDEFLEX
-
19.00
X XXX
ST-10
18" MES
-
18.95
6 530
ST-11
CONTROL STR.
22.40
19.15
1 531
ST-12
18" MES
-
19.00
6 530
ST-13
YARD DRAIN
23.65
20.901
21.05
20.65
4 530
ST-13A
YARD DRAIN
23.651
20.55
19.10
4 530
ST-14
YARD DRAIN
23.55
21.10
4 530
ST-15
YARD DRAIN
23.65
21.05
21.05
21.05
4 530
ST-15A
YARD DRAIN
23.65
21.40
4 530
ST-16
YARD DRAIN
23.55
21.15
4 530
ST-17
12" TIDEFLEX
-
19.00
X XXX
ST-18
15" MES
-
1
15.40
6 530
ST-19
2X3 INLET
22.25
15.60
3 530
ST-20
CONTROL STR.
22.35
18.35
1 531
ST-20A
2X3 INLET
22.50
19.95
19.95
3 530
ST-21
18" MES
-
20.15
6 530
ST-22
2X3 INLET
22.00
19.65
19.63
3 530
ST-23
12"X18" MES
-
21.40
9 530
ST-24 I
2X3 INLET
22.90
20.15
20.55
3 530
NOTE: 1. ST-9 AND ST-17 TO BE 12" TIDEFLEX CHECK VALVE MODEL TF-1.
2. ST-2, ST-8, ST-19, AND ST-20 CONFLICTS WITH EX. UNDERGROUND
UTILITIES TO BE FIELD VERIFIED PRIOR TO SUBMITTING SHOP DRAWINGS.
\ \
20.1 k-
SEE NOTE #2 BELOW
SEE NOTE #2 BELOW
SEE NOTE #1 BELOW
SEE NOTE #1 BELOW
SEE NOTE #2 BELOW
SEE NOTE #2 BELOW
20.2

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NAVAL FACILITIES ENGINEERING COMMAND
r waM. BwiM - .owwc NPAw
CHERRY POINT, N.C.
BACHELOR ENLISTED QUARTERS
(P-0135)
CRNMNC NO DR04 CE DUALS
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FINAL DESIGN
C-RI
NCDENR STORMWATER REV
A{1
REVISED FlNAL DESIGN
1-D/

Reviewer. 92l Qfs[ii-y
North Carolina Department of Environment and (� 5 '- �'-h-G_� '
r- t
�pID Natural Resources Submit.
WDENR Request for Express Permit Review 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 file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;alison.davidson(ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leelgncderrr.gov
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(a)ncdeiri
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(ancdenr.gov
• Wilmington Region -Janet Russell 910-350-2004or(anet.russell(a)ncderraov
NOTE: Project application received after 12 noon will be stamped in the following work day
Enter Related SW
Permits of request
SW
SW
SW SW EXPRESS
Project Name: BACHELORS ENLISTED QUARTERS MCAS CHERRY POINT NC County. CRAVEN SEP 10 2009
Applicant: MICAS CHERRY POINT Company: MCAS CHERRY POINT
Address: BLDG 4223, ACCESS ROAD City: CHERRY POINT, State: NC Zip: 28533-_ NC DENR
Phone: [phone], Fax: [phone], Email: george radford@usmc mil
Physical Location:ON MCAS BASE, TURN RIGHT ONTO C. STREET PROJECT IS LOCATED ON THE LEFT BETWEEN 3RD AND 4TH AVE
Project Drains into EAST PRONG SLOCUM CREEK waters — Water classification C SW NSW (for classification see-
http Hh2o enr state nc us/bimslreports/reportsWB html)
Project Located in NEUSE River Basin. Is project draining to class ORW waters? N , within % mile and draining to class SA waters tJ or within 1 mile and
draining to class HQW waters? N
Engineer/Consultant: MYRA JONES Company: HASKILL ARCHITECTS AND ENGINEERS
Address: 111 RIVERSIDE AVE. City: JACKSONVILLE, State: FL Zip. 32202-_
Phone: [phone], Fax: [phone], Email: myra [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
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 Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bit Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 2 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion 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 6_5 acres to be disturbed.(CK # 181zV14q (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT ffor both scoping and express meeting regues!
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
For DENR use only
Fee Split for multiple permits: (Check # I OG/ TW.1 Fnn A rr, ,,.t e
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; ❑Min)
$
SW (lD HD, ElLD, ❑Gen)
$ Q cc
401:
g
LQS
$ aCCL
Stream Deter,_
g
NCDENR EXPRESS 112009

W0.z-c�
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
�,'
ic7`IO o4D
Applicable al SW -1995 Coastal SW
(select all That r} 01I 1E,j?jR�-Coastal SW- HQW/ORW Waters
JJ Ct fj� ((qk#�r WQ M mt Plan:
- 2008 ❑ Ph ]I -Post Construction
❑ Universal Stormwater Management Plan
NC ®ENR State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT. PERMIT APPLICATION FORM
Thus form ntay be photocopied for use as an original
1. 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 Enlisted Ouarters MCAS Cherry Point, NC
2. Location of Project (street address):
City: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 Yd and 4" Avenues.
4. Latitude:34° 54' 07" N Longitude:76* 53' 40" W of the main entrance to the project.
/0
H. PERMIT INFORMATION:
I. a. Specify whether project is (check one): NNew ❑Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , 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 NHigh 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):
❑CAMA Major NSedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts /I
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:
io1iC� r 252-16r _376 Wce
V
Form SWU-101 Version 077u1y2009 Page 1 of

Ill. ' 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 /Organization:EAD WAS Cherry Point
Signing Official &
b.Contact information for person listed in item I above:
Street Address:Bidg 4223; Access Road
City:Cherry Point State:NC Zip:28533
Mailing Address (if
City:
Phone: (252 ) 466-4599
[e-mail]
Sta
Zi
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 title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on) -
Property Owner/Organization:
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if applicable):
City: State:
Phone: ( ) Fax:
Email:
Zip:
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:Myra W. Jones P E Haskell Architects and Engineers
Signing Official &
b.Contact information for person listed m/item 3a above:
Mailing Address:111 Riverside Ave
City:lacksonville State:FL Zip:32202
Phone: (904 ) 791-4666 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 #:
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 pond will
treat the first 1 5" of rainfall and excess will overflow into the existing Swale and closed conduit systems. The
ponds have been designed for 90%TSS removal-
2-9. 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.ldentify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Neuse River basin.
4. Total Property Area: 4.00 acres 5. Total Coastal Wetlands Area: 0.00 acres
6. Total Surface Water Area- 0.42 acres
7. Total Propertv 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 follotoing: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NH W) line or Mean High Water
(MHW) line, and coastal wetlands landeoard from the NHW (or MHO) line. The resultant project area ns used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 68.1 %
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
Draina e Area 3
Drainage Area 6
Drainage Area 7
Drainage Area _
Receiving Stream Name
East Prong /
Slocum,/
Creek vvv
East Prong
Slocum
Creek
East Prong
Slocum
Creek
Stream Class '
C; 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)
F5,035.22
57,504.63
71,707.31
On -site Drainage Area (s)
45,035.22
57,504.63
77,707.31
Off -site Drainage Area (s
0.00
0.00
0.00
Proposed Impervious Area** (so
35,428.01
44,798.97
50,255.18
%, Impervious Area"* (total)
78.67
77.90
70.08
Im ervious"" Surface Area
Drainage Area 3
Drainage Area 6
Draina e Area 10
Draina e Area -
n-site Bui ings Lots (s
0.00
13,447
13,447
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 (s)
5,780
5,451
17,536
Future s)
0.00
0.00
0.00
Off -site (s
0.00
0.00
0.00
Existing BUA*** (s)
0
0
0
Iota] (s ):
1 35,428
44,799
50,255
* Stream Class and Index Number can be determined at: httm //h2o enr state me us/bims/reports/reportsWB html
Form SWU-101 Version 07July2009 Page 3 of 6

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 BLIA that will remain after development. Do not report any existing BLIA 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 Count•: Contact DIVQ Central Office staffto check iftheproject is located within a No-eatened &
Endangered Species iraterahed that nw)- be subject to more stringent stornnvater 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
from htto://h2o.cnr.state nc.us/su/bmo forms.htm.
Vl. 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 http7//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 htto'//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.en\,help.org/pages/onestol2exl2ress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/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 /z 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 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).
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
I dd' d th II as f theborin locations with the existin
m e evations a iton to ep s) as we < map o g g
elevations and boring logs. Include an 8.5"xLI" 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 verily the SHWT prior
to submittal, [phone] )
1011
IL
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 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /wwwsecretary state nc us/Corporations/CSearch aspxx
VII. 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
htto'//h2o.enr.state.nc.us/su/bmp forms.htmNdeed 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.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:
Consulting Firm:_
Mailing Address:_
City:
State: Zi
Phone: ( ) Fax:
Email:
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name o%organization listed in
Contact Information, item lb) to develop the project a- 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 I 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 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: Date:
I, 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 expires
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item 2) &k9etea U. �
certify that the information included on this permit application form is, best of my ilk owledg , orrect and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be r , and that the proposed project complies with the requirements of the
applicable r e 1 CAC 2H .1000, SL 2006-246 (Ph. II — Post Construct] ) o SL 2008-211.
fit/ p
Signature: 4-Date:
1 Sh rry L F nklit1 a Notary Public for the State of C_ County of
Crate L — do hereby certify that %cc r 5L L, • R«,k }wJ c{ i . personally appeared
before me this 5 day of S�rf lo-oi , and acknowledge the due execution of the application for
a Stormwater permit. Witness my hand and official seal, W n cam_
Jk%%%"- FRgti�,,,
OUBVG V
FN Ct100
OV�``��
SEAL
My commission
-)4•101
Form SWU-101 Version 07July2009 Page 6 of 6

W7 RO
NCDENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
Mr. George Radford, EA Officer
MCAS Cherry Point, EAD
Bldg. 4223, Access Rd.
Cherry Point, NC 28533
Dear Mr. Radford:
Division of Water Quality
Coleen H. Sullins
Director
u
Natural Resources
Dee Freeman
7�1's rr-rn4 tAoc(.i Q'Cr on
Tebru / " r ZoIo
Subject: Stormwater Permit No. SW7090904
Bachelor Enlisted Quarters,
MCAS Cherry Point
High Density Commercial Wet Pond Project
Craven County
The Washington Regional Office received a complete Stormwater Management Permit
Application for Bachelor Enlisted Quarters, MCAS Cherry Point, NC on September 10, 2009.
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 September 18, 2009; for
the construction of the subject project.
This permit shall be effective from the date of issuance until September 18, 2019, 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].
incerel ,
/�.i_
)i�l Hodgl e �� -
Regional Supervisor
Surface Water Protection Section
AH/ sd: S:\WQS\STORMWATER\PERMIT\SW7090904
cc: Myra W. Jones, PE, Haskell Architects and Engineers (111 Riverside Ave.,
Jacksonville, FL 32202)
WCraven County Building Inspections
ashington Regional Office
Central Files
North Carolina Division of Water Quality Internetwww ncwulcrn ualny oig
943 Washington Square Mall Phone [phone]�TOne
Washington, NC 27889 FAX [phone]�orth C/a+roliina
An Equal DpportunitylAKnnatrve Action Employer- 50 % Recycledll0°/ Post Consumer Paper Natul a &

State Stormwater Management Systems
Permit No. SW7090904
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 September 18, 2019, 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 130,482 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1. 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. SW7090904
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:
Pond #3
Pond #6
Pond #7
a.
Drainage Area, ftz:
45,035
57,505
71,707
b.
Total Impervious Surfaces, ft2:
35,428
44,799
50,255
C.
Design Storm, 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
g.
Perm. Pool Surface Area, ftZ:
5,738
5,357
7,543
h.
Permitted Storage Volume, ft3:
5,921
6,660
8,351
i.
Temporary Storage El., FMSL:
20.15
22.40
22.35
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'
It. 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, 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.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7090904
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 change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
12. 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. SW7090904
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 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 September 18,2019.
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 issued this the 18th day of September, 2009.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fMA
I I YI I II IJ, VIII VLVI
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW70909040
Page 5 of 7

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