SW7980513_CURRENT PERMIT_19981030

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
JQlQ3�
YYYYM M DD

W RP)
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
DIVISION OF WATER Qt1pr.TTy
October 30, 1998
A,LTT4
s��
NC®ENR
NORTH CAROUmA DEP TMEM OF
ENVIRONMENT mo NRRIRLL RESOURCES
Currituck Commercial Center
Attn: Mr. Russell E. Twiford
2101 River Shore Drive
Elizabeth City, NC 27909
Subject: Stormwater Permit No. SW7980513
Currituck Commercial Center
High Density Stormwater Project
Currituck County
Dear Mr. Twiford:
The Washington Regional Office received the completed
Stormwater Application for the subject project on October 28, 1998.
Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding,
Permit No. SW7980513 dated October 30, 1998 to Mr. Russell E.
Twiford.
This permit shall be effective from the date of issuance until
October 30, 2008 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 150B 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.
943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Currltuck Commercial Center
Mr. Russell E. '_Tcdi ford
October 30, 199A
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 946-
5481, extension 254.
Sincerely,
-T it
M
ulli g
Water Quality Regional Supervisor
Washington Regional Office
cc: Bissell Professional Group
Cu i tuck_ County Inspections
ashington Regional office
Central Files

State Stormwater Management Systems
Permit No. SW7980513
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STOR►4WATER 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
Mr. Russell E. Twiford
Currituck County
FOR THE
construction, operation and maintenance of stormwater management
systems in compliance with the provisions of 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 for a wet
detention pond to serve Currituck Commercial Center located at
Moyock, NC.
This permit shall be effective from the date of issuance until
October 30, 2008 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 on page 4 of this permit, the
Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
11

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater
Runoff:
Classification of Water Body:
Total Site Area:
Total Imper, Surfaces Allowed
Pond/Basin Depth:
Required Surface Area:
Provided Surface Area:
Required Storage volume:
Provided Storage Volume:
Controlling Orifice:
Currituck Commercial Center
SW7980513
Currituck County
Mr. Russell E. Twiford
2101 River Shore Drive
Elizabeth City, NC 27909
5/06/98; original
10/28/98; complete
Northwest River
SC
25.96 acres
15.40 acres
4.0 feet
45,233 square feet
45,728 square feet
67,554 cubic feet
78,433 cubic feet
3.0 inch orifice
4

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon
area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces
except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at all
times. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are
constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting
data.
6. Upon completion of construction 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. Mail the Certification to the
Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting, materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
2. 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 143-215.6(a) to 143-215.6(c).
3. 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) which have jurisdiction.
6

4. 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.
5. The permit may be modified, revoked and reissued or terminated
for cause. The filing of a request for a permit modification,
revocation and reissuance or termination does not stay any
permit condition.
Permit issued this the 30 th day of October, 1998.
NORTH CAROLINA ENVIRONMENTAL
COMMISSION
" Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7980513
7

Currituck Commercial Center
Mr. Russell E. Twiford
Currituck County
Stormwater Permit No. SW7980513
Designer's Certification
I, , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(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.
Signature
Registration Number
Date
0

Permit No:
State of North Carolina In1 � @ � Q � � N
Department of Environment and Natural Resou d5
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATI onRrOCT 2 1 1998
WET DETENTION BASIN SUPPLEME T WASHINGTON REGIONAL OFFICE
This form may be photocopied for use as an original DWO
DWQ Storn�water Management Plan Review:
A comp etc storm water management p an submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
1. PROJECT INFORMATION (please complete the following information):
Project Name: Currituck Commercial Center
Contact Person: David Ryan Phone Number. (252 ) 261-3266
For projects with multiple basins, specify which basin this worksheet applies to:
+0 df0
Basin Bottom Elevation 2.5 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 6.5 ft.
Temporary Pool Elevation 7.81
ft
Permanent Pool Surface Area 46,728 sq. ft
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DAI used
Diameter of Orifice
`Design TSS Removal
25.96 ac.
16.40 ac.
Cu. ft.
78,433 cu. ft.
15, 236 Cu. ft.
4.0
3 in.
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(surface area to drainage area ratio)
85 % (85% TSS removal required, see item k below)
If: REQUIRED ITEMS CIIECKLIS'I'
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Deparlinent of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 21-1 .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
d0CnnlCntlltloll is at(;ichcd. If the applicant has designated an agent in the Stormwater Management Pcrmit
Application Dorm, the agent may initial below. If a requirement has not been met, attach justification.
Pone SN�IJ-1112
Aev I/August 1998
Pul;c I ul 3

/- Orare ur iNurui l.arulrna WASH NGTONMFI'ICE
Department of Environment and Natural Resources
Aid tr� t Division of Water Quality
r��, to�'rg 'OCT 0 i 1498
L STORMWATER MANAGEMENT PERMIT APPLICATION FORMg E M,
;Sl plp This form may be photocopied for use as an original n
1
GENERAL INFORMATION
Applicants name (specify, the name of the corporation, individual, etc. who owns the project):
Russell E. Twiford
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
ford
3. Mailing Address for person listed in item 2 above:
2101 River Shore Dr.
Elizabeth Cit
Telephone Number:
ft
State: N.C. Zip: 27909
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Currituck Commercial Center
5. Location of Facility (street address):
ock Township
City Moyock Township County:
6. Directions to facility (from nearest major intersection):
Approx. 1/4 mile south of intersection of S. R. 1216 w/ N.C. 168
7. latitude: *5' Longitude 76' 20' of facility
8. Contact person who can answer questions about the facility:
Nvrt David Ryan __ Telephone Number: ( 2 F)a 2 61 9 6 6—
IL PERMiTINFORMATION:
1. Specify whether project is (check ono): ✓___New Renewal Modification
2. If this application is being submitted as the w:;ult of a renewal or modification to an existing permit, list
the (xisting pennil fit _ _ and its issue date (if known)
1:on❑ SWll-101 April 1999 Pq'.c I of 4

3. Specify the type of project (check one):
_Low Density _High Density _Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major xSedimenlation/Erosion Control 404 Permit
III. PROJEO-INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater ntianagement for the project .
—Stox-mwaLer will sheet flow from proposed impervious
--De-veinpment_ta—vve_gatative filter and conveyed to a wet detention pond
2. Stonnwater runoff from this project drains to the �P
----..P�.hwPst River basin.
3. TOW Project Area:- 25 96 acres
4. Project l3uilt Upon Area: 63. 16 /,
S. 1-10", many drainage basins does the project have?___4_
G. Complete the follo,ing information for each drainage basin. If there are more than two drainage basins in
the proj(.'ct, attach an additional sheet with the information for each basin provided in the same format as
below.
I3'isiit.]nforniaCion t�, ,,,
Receiving Stream Name
,: Draiva c Basiny g, , e`
-':Draina;e"73asm 7„
Receiving Stream Class
Nnrthwest
Drainage Basin Area
Existing Impervious" Area
72 020 ft
Pro )osed hn ervious Area
a
% 111,)ervious" Area (total)
f t
0
113,964 f t
41
r..
:Drainage&Basin
On site Bliddings
On -site Streets
1 5, 180 f t x
16 40ft 1
On -site Parking'
On-site Sidewalk drive
_
1531ft 2-
Other on -site
x
Off -site mpervi
s
96 293 ft
I otal: I
Z= 210,308 fta
' Ln ...„. ...... a.,rr. ..,
„__
- -,_aae..
..arms, ..�
sidetunlfs, gretc. ,.)..... "'o, ,,,r,,,�, uE' uiu nar nnnlcrt to, binldings, roads, parl;io,C
uri•rts',
7. How Xmas Iho ol(-site iu)Ixrviousama lish�i el,ove derived?
IV. I)H])HPSlFit 1(.-IIONSANI)PH( -I11(.'11V1 COVENANTS
n:;lrirliuns and prolrv-tive covon;uil',.ow required to be recorded for all Iow density plop�Is and ;ill
:adhd o,.Jnm; fowl to the sale of uny lot. I'I-v.,• n;,r Attachn)eot A for the specifi,item;, That mull b(1, n.,:nrded_
I ooll !; l; o)l A1,61 199R Page 2 of 'I

3. Specify the type of project (check one):
_Low Density _High Density _Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major _Sedimentation/Erosion Control 404 Permit
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
2. Stonnwaler runoff from this project drains to the
3. Total Project Area acres 4. Project Built Upon
5. How many drainage basins does the project have?
River basin.
6. Complete the following information for each drainage basin. If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
Basin liiforrnation hei, _1Z
.. yI .Draina} e Basin3'',
Receivin, Stream Name
Receivin Stream Class
gr
w s
Drainage Basin Area
67, 198 ft
Existing Impervious* Area
_
Proposed Im ervious'Area
318,976 f t a
4ft
%Imervious*Area (total)
75,95°�
72 42%
42. 72
Im eryious f, unace Are r
Di' e Basra
=Drainage Basin 4,
On -site Buildin s
_
_ -
On -site Streets
_
6456 f t
On -site Parking
_
_
On -site Sidewalks
Other on -site
318,976 f t a42,
206 f t a
Off -site
Total:
�= 75.95%
48,66 ft
••••r""' '> uVolcu u� Me ouur upon area 111014arng, but not lunited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above denved?
IV. DFl:D RES'I'MCHONS AND PROTECTIVI: COVENANTS
Dced restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that mull be recorded.
Form SWU-101 April 1998 Page 2 of 4

By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, 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 State, and that they will be recorded prior to the sale of any lot.
V. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or
Phone:( 1 Fax
VI. SUBMITTAL REQUIREMENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal.
Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A)
• Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including:
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
Applicant's Initials
- Revision number & date
- Mean high water line
- Dunensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required)
VII. APPLICANTS CERTIFICATION
1, (print or type name of person listed in General Grforrnnl ion, item 2)
certify that the information included on this permit application form is correct, that lire project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions, and that to the best of my knowledge the
proposed project complies with the requirements of I5A NCAC 21-1 .JWO.
Ponn SWII-I()] April 1998 Pagr.3 of 4

Permit No.
0o he provi e y DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DW Stormwater Management Plan Review
A complete stonnwater management p an submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
L PROJECT INFORMATION (please complete the following information)
Project Name: C,rriturk Cortimercial Center
Contact Person: David Ryan Phone Number: [phone]
For projects with multiple basins, specify which basin this workshcet applies to:
Basin Bottom Elevation _2 5 _ ft.
Permanent Pool Elevation 6 5 , ft.
Temporary Pool Elevation It.
Permanent Pool Surface Area���_ sq. ft.
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA1 used
Diameter of Orifice
Design TSS Removal
16.40 ac.
-+50-' 3— cu. ft.
--747-433 Cu.
—15,236 cu.ft.
II. REQUIRED ITEMS CIiECKLIS'I'
(average elevation of the floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(surface area to drainage area ratio)
(85% "FSS removal required, see item k below)
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. DeparUncnt of, I'nvironmcnt, I lealth and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2I-1 .1008.
Initial in the space provided to indicate the following design requirements have been mct and supporting
docuunentation is atlzched. If the applicant has designated an agent in the Stormwater Management Permit
Application Dorm, the agent may initial below. If a requirement has no( been met, attach jus(ific:afion.
Porn tiN�U-I(IZ Rev I/August 1798 Pnge I of 3

Applicants Initials
a. The temporary pool controls runoff from the 1 inch storm event.
b. "rhe basin length to width ratio is greater than 3:1.
c. The basin side slopes above the permanent pool are no steeper than 3:1.
d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
e. Vegetation above the permanent pool elevation is specified.
f. An emergency drain is provided to empty the basin.
g.. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
h. The temporary pool draws down in 2 to 5 days.
i. A trash rack is provided for both the overflow and orifice.
j. The forebay volume is approximately equal to 20% of the total basin volume.
k. Sediment storage is provided in the permanent pool.
1. A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
in. Recorded drainage casement for each basin including access to nearest right-of-way.
n. A site specific operation and maintenance (O&M) plan is provided.
o. A vegetation management/mowing schedule is provided in the O&M plan.
p. Semi-annual inspections are specified in the O&M plan.
q. A debris check to be performed after every storm event is specified in the 0&M plan.
r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
s. A legally responsible party is designated in the O&M plan3 (include name and title).
t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90% TSS removal.
3 The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
Ill. AVET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, forebay, non-integrated prclrcatntcnt
systems (pretreatment other than forebays), and the vegetated filter if one is provided.
This system (check one) 6Qdoes CI does not incorporate a vegetated filter.
This system (check one) Kdoes IJ does not incorporate non-integrated pr ti-caturent.
t 9;iintenance activities shall he performs ns follows:
After every significant runoff producing minfitll event and at least monthly:
1'01111 SWU-102 Rev l/August 1999 Paget of 3

a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a
wet detention basin or stream, etc.).
The original design depth IS 4 1 0 ,
'file sediment removal benchmark depth is: 3 ,
Remove cattails and other indigenous wetland plants when they cover 75% of the basin surface. These
plants shall be encouraged to grow along the basin perimeter.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name:
Address:
Phone:_
Title:
Signature:
Date:
1, _ a Notary Public for the State of
County of______ do hereby certify that
personally appeared before me this day of
19 , and acknowledge the
due cxccution of the forgoing infiltration system maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires
Fran SWI1--102 Rev 1/August 1998 Page 3 of

Per No.
0e prm'i� cr
1 !7 jt{%�,
i Slate of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATLR MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use a,r an original
IDWQ Stormwatcr Matta entent Plan Review:
A comp etc stormwater management p an su nnittal includes a wet detention basin supPlement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PRO.II3CT INFORMATION U)Icasc complete the following information):
ProjectNante: Currituck Commerciai Center
Contact Person: David Ryan Phone Number: (252 ) 261-3266
For projt:cis with nniltiple basins, specify which basin Ihis woiksheet applies to:
Basin Bottom I Ievation 2. 5 _ it. (average elevation of the f]oor of the basin)
Permanent Pool I--levatio❑ 6. 5 ft- (elevation of the orifice)
'I�cntpomi-v Pool Llevation 7. 81 (t. (elevation of the discharge structure overnow)
Permanent Pool Surface Arca qC 728 ,q. ft
Drainage Arca
Impervious Arc❑
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA t used
25.96 ac_
16.,10 ac.
0 oS3 ell
78,433 cu. fL
15, 236 cu- ft.
4.0
Diametcrof0rlfice 3 in.
Design fSS Ranoroal 85 I/,
II. IU:Q1I fRI?D ITEMS CIIb;C1<1,fS1,
(water surface area at the orifice elevation)
(on -site and off -rile drainagc to the basin)
(on -site and off -site drainagc to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(surface area to drainagc area ratio)
(85°/I "'SS rc'"O"i re(iuired, sec item k below)
t he Gillnvvinl, ':lucklisl outlines (ICNIp,n rcquirenicnlr; per the St��nnw:u,.l lied Iv1;inagcnlent I'raclices ucnucil
(ICI.( I)�:Isninn:nl of 1?nvironincnt, Ilcallh ;uld N;itural Pcsourcc;, Nm"'IIII)c I�)'l;) and Administrative ill1rd cIIInl I i+ Idr A(' :>If .100h_
Inili:il in Iln ,pare pnrvidcd in tlir
d`n rbc(1 If Ihr applicant
l`,ppliraunn �niu, Ilir:y,rnl ivav initial In•Inw
I ,nm ';V"If In.' P-v /Aujir.t I`r'14
nlluwiug dk:;iw,n w(pillrnirnl
ba; dr:;it!,nalcd an at;rnl in Ili
1(:4 rcquircuicnt leas nut lir{•l
Ilavc. bccn IIICI and :;upImlIIIlp,
, ,lye .i Hill
J LIf 29 19se
WASHINGTON REGIONAL OFFICE
DWO

10/02/1998 18:59 252-331-1468 RUSSELL E TWIFORD PAGE 03
Prplir✓eta Initials
e. lire temporary pool controls tur off from the 1 inch storm event.
b, The basin length to width ratio is greater than 3:1.
c. The basin side slopes above the permanent Pool are no steeper than 3:1.
d. A submerged and vegetated perimeter shelf at less that 6: l is provided (show detail).
e. Vegetation above the permanent pool elevation is specified.
f. An emergency drain Is provided to empty the basin.
g. • The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
' h. The temporary pool draws down in 2 to S days.
' i. A trash rack is provided for both the overflow and orifice,
Lj. The forebay volume is approximately equal to 20e/s of the total basin vohstne,
i k. Sediment storage is provided in the permanent pool.
i. A 30-foot vegetative filter is provided at the outlet2 (ittclude erosive now oalctrlations)
in. Recorded drainage easement for each basin including access to nearest right-of-way.
a. A site specific operation and maintenance (O&lvl) plan is provided.
o. A vegetation management/mowing schedule is provided fr. the O&M plan;
p. Semi-annual inspections are specified In the 0&M plan.
q. A debris check to be performed after every storm event is spocifted fr, the O&M plan.
r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth),
s. A legally responsible party is designated in the O&M plan3 (include name: and title;,
t. If the basin is used for Mdirn8ot and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
wVWVI
t When Ong the DiVision WDA tables, the correct SA/nA ratio for parmenent pool sizing should be computed based upoc the
'Ma: Otpervicus % and permanent pool depth. Llnear Lmermistion should be emp1eye3 to datermirle the correct value for eon-
standalf We stares.
2 The rat rtment for a vegetative filter may be waived if the wet detention buin Is designed to meet 90% TSS remove!.
3 The lags ly respen�ible Party should not be a homootvnen amwistion unless more then 50% of the lots have been sold and a
resident�of the inbd!Vlflen has been named the president.
III. VYEjf DEUNTiON BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet; etention basin system is defined w the wet detention basin, forebay, non-integrated prctreatmcnc
systems preteatment other than forebays), and the vegetated filter if one is provided.
This syt em (check sae) 2(does D does not incorporate a•vegetated filter.
This sy 'ern (check one) Kdoes D does not incorporate non-integrated pretreatment.
Maintcrtance activities shall be performs as follows:
I
1. After every sjgnificatrt runoff producing rainfall event and at least monthly:
Form S -102 RPv I/August 1998 Page 2 of 3
I

4.
5.
11
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass
cover, a d Qeneral condition.
b. Check aid clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
P to 5 days.
areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
sin a maximum height of six inches, and remove trash as needed.
lair the collection system (i.e. catch basins, piping, swaies, riprap, etc.) quarterly to maintain
,inn
nulated sediment from the wet detention basin system semi-annually or when depth is
of the original design depth. Removed sediment shall be disposed of in as appropriate
fall not be handled in a manner+hat will adversely impact water quality (i.& stockpiling new a
basin or stream, etc.).
!r 3-n,
s and other Indigenous wetland plants when they cover 75% of the basin surface, These
encouraged to grow along the basin perimeter.
st be drained for an emergency or to perform maintenance, the flushing of sediment through
drain shall be minimized to the maximum extent practical.
of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintertPee procedures. force to notify DWQ of any problems with the system or changes in the name of the
project,IkesponsiSle party, or address.
Print s: W / �O lid s �?i/ S: C II
Addresjl t V6R S 0 roe 7 0
Phone: a S L' 3 O 1
Title: 016
Signet . __
Date
a Notary Public for the State of
County ipf I_ do hereby certify that
due
appeared before me this day of
ion of the forgoing infiltration system maintenance requirements.
I
My corn nission
�I
Form SW(-102
I
AF'r I/Aupua 199E
Pape 3 of 3
SEAL
19_--_=, and acknowledge the
Witness my hand *nd official seal,

BISSELL PROFESSIONAL GROUP
4417 North Croatan Highway - P.O. Box 1069
Kitty Hawk, NC 27949
Phone: [phone] ** Fax: [phone]
TRANSMITTAL LETTER
TO: Mr. William Moore
NCDENR/Water Quality Section
943 Washington Square Mall
Washington, NC 27889
PROJECT: Currituck Commercial Center
WE TRANSMIT:
(x) herewith
FOR YOUR:
(x) approval
( ) review & comments
( ) use
( ) other
ocT a e use
� Wp$NINGION REGIONAL OFFICE
DATE: October 26, 1998
Project No.: 3427
Copies Date Description
2 Revised 10-26-98 Drainage Plan
1 10-2-98 Stormwater Management Permit Application Form
REMARKS: Russell Twiford will be forwarding the check for $160.00
to cover the additional application fee. If you have any
questions or need additional information, please feel free
to call.
Copies To: Sincerely,
Bissell Professional Group
David Ryan, S a ngineer

10/26/1998 18:45 252-331-1468 RUSSELL E TWIFORD
PAGE 01

10/26/1998 18:45 252-331-1469 RUSSELL E TWIFORD PAGE 02
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10/26/1998 18:45
252-331-1468
RUSSELL E. TWIFORD
ATTORNEY AT LAW
203 N, ROAD ST. 335-7447
ELIZABETH CITY, NC 27000
RUSSELL E TWIFORD
October 26
rn r TO THE nnOFR Or N.C.D.E.N.R.
THE Sum16 0=50 0as
PAGE 03
22477
1998 046401,
i $ 160.00
nouAR5
rwn H fw. M H..w N.wk
N- MN.11k NNroH1.
fJIZlDeM city. N.C.
Tnit Permit for Currituck Cocmierical CenterMoym

RUSSELL E. TWIFORD `
ATTORNEYATLAW 22362
203 N. ROAD ST, 335.7447
ELIZABETH CITY, NC 27909
-April . 23 _19.g8
MY TO THE
+ ORDER OF N.C.D.E,N.R. ':, :4' J 90.00
HE J UM 9 ® BOLS 0LO CTSI., . .. DOiIARS CtJ /�.
NnI NNMI, ad,""
9"No ft CNY, N.C.
Project No. 3427 Application Fee
FOR Currituck Commerical Center
N°

RUSSELL E. TWIFORD
ATIORNEYArLAW 22363
P,. 203 N. ROAD 3T, 339.7447 .. ' ,' �,., -
.'+ ELIZABETH CITY, NC 27009
M
April 2'� 1.998
PAY Ir) N C.D.E N.R. I1 ►�
nrrnrR nF $ 225,00
THE, a uM 2 2 5 juou M O4e ' ootlaRc lfil
ni
��(�rJp, F"f VMFM� 480ooM Nook �11,
FN Eic. n Cn H.c.
v Project No.3427 Application Fee '
FoR Currituck Commerical; Center
NNO 2