SW7040601_CURRENT PERMIT_20041102

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW [v7O(QOI
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DIVISION OF WATER QUALITY
November 2, 2004
Mr. John W. Harris
John Harris and Associates, LLC
P.O. Box 2187
Kitty Hawk, NC 27949
Subject: Permit No. SW7040601
Fox Knoll Commerce Park, Phase Two modification
High Density Stormwater Project
Currituck County
Dear Mr. Harris:
The Washington Regional Office received a Stormwater Application for the subject project
on June 7, 2004. Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title I5A NCAC 2H.1000, We
are forwarding Permit No. SW7040601 dated November 2, 2004 to John Harris and Associates,
LLC for the modification of a wet detention pond to serve Fox Knoll Commerce Park, Phase Two
located in Currituck County, NC. This permit replaces permit SW7000905 issued January 17, 2001.
, This permit shall be effective from the date of issuance until November 2, 2014 and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to Section
II condition 8. which requires submittal of an amended' Declaration of Protective Covenants. Also
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,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
512 N. Salisbury St., Raleigh, North Carolina 27604 olina
Phone:[phone]FAX [phone]IInternet;h2o.enr.state.nc.us NorffI NorthCarh

Pare 2,
Mr. John Harris
November 2, 2004
If you have any questions, or need additional information concerning this matter, please
contact me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
cc: Performance Engineering
Hyman & Robey
Daniel Khoury, PO Box 2, Kitty Hawk, NC 27949
Currituck County Inspections
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7040601
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
John Harris and Associates, LLC
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 grassed swales and a wet detention pond to serve Fox Knoll Commerce Park, Phase Two located
off US Highway 158 in Currituck, NC.
This permit replaces permit SW7000905 issued January 17, 2001. This permit shall be effective
upon the date of issuance until November 2, 2014 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 on page 2 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.

Project Name:
Permit Number:
Location:
---
Mailing Address:
Application Date:
Receiving Stream:
Classification of Water Body:
Total Site Area:
Total Impervious:
Wet Pond Depth:
Required Storage Volume:
Provided Storage Volume:
Required Surface Area:
Provided Surface Area:
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DATA
Fox Knoll Commerce Park Phase Two
SW7040601
Currituck County
_- ]ohn Harris_ and Associates, LLC__-_
P.O. Box 2187
Kitty Hawk, NC 27949
6/7/2004 (original)
UT to North River
C
25.12 ac
8.17 ac
6.96 ft
31,231 cf
32,527 cf
18,602 sf
72,436 sf
2 inch @ elevation 5.46 ft

d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
£ 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. On or before April 30, 2005 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
8. On or before March 31, 2005 submit an amended Declaration of Protective Covenants to
correct an inaccurate reference in Section 8.03 Enforcement. The current Enforcement section
indicates that the State is the beneficiary of Section 5.05 (Exterior Maintenance) when it should
reference Section 4.03 (North Carolina Department on Environment and Natural Resourses
Water Quality Stormwater Regulations).
III. GENERAL CONDITIONS
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).

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.
H. 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:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
c. Mowing and revegetation of side slopes

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.
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 2 nd day of November, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
'v Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7040601

Fox Knoll Commerce Park, Phase Two
Stormwater Permit No. S W7040601
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
ect)
(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

Fox Knoll Commerce Park, Phase Two
Stormwater Permit No. SW7040601
Designer's Certification
f 3- Oe t--4 J"�. , as a duly
registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/--A�/fie)
the construction of the project,
60-se D&O - I1?c?d4fr-aLas �e Yug i rle1P-rn ho 'Ienrj (Project)
for j_ h r, d,-� (Y ds a r (i Lei) C,J d i-(zS Z-Z,C (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.
CARO"',,
Signature
SEAL =
Registration Number /q/9 / +� 19191 -�
�.�
!UGm
Pate .� f �' % F,QT •......•• Q'� �.
-------------- --...- -- - � - -- ------•.,�. STEW; ��

Date Received
Fee raid
Permit Number
±::S� c r G 0-a 5—
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
• ■ :'� �, f
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
I
3. Mailing Address for person listed in item 2 above:
City: K_ ITT`{ AIt,11L State: 4 k C _ Zip: 19
Telephone Number: Z.'SZ
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
F O'K K NW LL C_17 N1 luc 1=1Z CE 2 A 1- Q H A Sr 'j 4n
5. Location of Project (street address):
C. 1
City: I� h>�t i5 I rl�L County: C_ OR Q I T l) ( . --
6. Directions to project (from nearest major intersection):
s
7. Latitude:W -21 (a of3 A�:l I Longitude: 1Kf j C7' y-jof project
Contact person who can answer questions about the project:
Name: R.OP,E'P—T Telephone Number: (�14) 4q 1 B I ;-7 4
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
JNew Renewal Modification
Form SWU-101 Version 3.99 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit nrunber and its issue date (if known) 140
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 _404/401 Permit �/NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
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 pn.ject .
2. Storniwater runoff from this project drains to the _ AS4VOTA m.V, River basin.
3. Total Project Area: LS - I I ?>5 acres 4. Project Built Upon Area: 40 - %
(PHASS Two oML.y
5. How many drainage areas does the project have? 2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
SasinIiiformataQn'" M.
„%Drainage Areal _ Drainage Area
Receiving Stream Name _ r
Receiving Stream Class
Drainage Area o 1)4Z5 0 8-;
Existing Im ervious* Area
Proposed Imp ervious*Area -s
% Impervious* Area (total)
rt.:< z ,kDraarca
e Area<1 :..
y DrainageArea 2 , ..: .
On -site Buildings � a�
3� O
On -site Streets
� F
On -site Parking
On -site Sidewalks
Other on -site �E"
Off-site
Total:
Total:
* Imperious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
C.014F_R44G F44 ijQ•iL.DIAe,s ,kuHDwx1Vw,iYilhl TT k-E 8 LOT!$ COMP�►SiN�, �t1ASS. 11Avo
VS C.ALLUL+AIF-D bN 5 O M M 1 m4 1lkE. L.c % A9-EA,5 A FA D 9'-J Got;b c O-'j 5;V 4C F
L,%"1"_ 1N1L-L-' fc SET r Z_fYA IN il1E QESIRI�T14L Cd�i�NFiM�$.
Form SWU-101 Version 3.99 Page 2 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number14.,A_ _ and its issue date (if known)
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 _404/401 Permit _.ZNPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
111. 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 pri;ject .
ASi _
2. Stormwater runoff from this project drains to the -Q-rA tI River basin.
3. Total PrTPc"A6S
t Area: LS - I l 8 5 acres 4. Project Built Upon Area:
TWo oML14
5. How many drainage areas does the project have? 2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
y •.: 'sr
Bastxi Infermahori2{ �;'��
sa.
� '• ri fik'-..w`„iW
g Drainage aENO:Dairge
Araa«:r
Receiving Stream Name
�7 _ T
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Im ervious*Area
g"
I% Impervious* Area (total)
Im rvtou$Sclrfare Area,�Drauzage,Areaz.
, v��.
<
<hft 4 .. ,.
\ iy '%s ...._.a e, +r�-' a 'J' ^W is
�,�'ihatnag Are2� f� ;
ss` rirnY4'a9f' PrO.Y� r*+,i'9\,^ ,
On -site B
$ O
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total:
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
NOTE'.GoqERq(,G F44 ,9t1RX1K(,,kbAtwA,15,ETc•, W,TKItiA TWE S La7s 11ti0
1S CARLULA'W-D W,1 x4 -lkE L.oT A9-VS A hAD 91 Goc2. cool_Q,Ac.f T}jI5 COVEVAeE
Lt M1T tt4%Li- 13,0, "SET "F6►ZTY1 10 11ke QES� 1Zt�Tr1� �c��l.tf4NT5.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the,off-site impervious area listed above derived? 1-f OM A UTO L A n R 14- A R'E A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than C 0?I qq,�-of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner tlwf maintains the
integrity and performance of the system as pennitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this 'project
shall include all the applicable items required above, 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. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) `
• Detailed narrative description of stormwater treatment/management _
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
= Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): E _ E
Mailing Address: B d¢ l A TOILE iAvLi
City: 1? bwt7-_ j.!S - o l l.jj _ ^� State: C_ Zip: 1
Phone: (=� �2 ) 4c) i 6 3 54 Fax: ( 7 ; "L ) 4g 1 S 112-
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) 'Tc?�A m \fA. AA,'RR.\S ,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. , 11
Signature:.
tt-
Date: d f 4
Form SWU-101 Version 3.99 Page 4 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP kQp .3__
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:'
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
= Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sixes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
ViL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):. _ aUCUZto A M( _ -r-- ►.iC.I ).l ��u,�_l,►—
Mailing Address:._ 8 OA: S_A-F1tQYr-L IAW i
City: R mWE11:5 _ ROI&M,. _., _. _...,,,_. State: M C _ Zip:
Phone: Fax: 15-L. _Z, 4S l 51 j 2 - - -
VHI. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) _\tA. " LRgaS
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 1SA
NCAC 2H .1000. _ I ,
Date: a a? DQ
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DW&
. State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This farm rriay be photocolned for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
11. PROJECT INFORMATION
Project Name: _Fnl, Y_ WULA CD t-,t Mr-P<jE PA -he'd 1 W O
Contact Person: R oBe F S 1 SwAP-T Phone Number: (ZS?-
a �
For projects with multiple basins, specify which basin this worksheet applies to: BASj )t 04
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation 4. 0 ft.
areas
Permanent Pool Surface Area 31, 0 81 sq. ft
Drainage Area Z,S, 11 85 ac.
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAIDAt
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SW U-102 Rev 3.99
16, Il U7 ac
/08.54_3 _ cu. ft.
< l cu. ft.
2 5 0881 cu. ft.
(floor of the basin)
(elevation of the orifice)
(elevation of Cite discharge structure overflow)
(wager surface Area at the orifce 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)
(approximately 20% of total volume)
ZZ `7•
21 (surface area to drainage area ratio from DWQ table)
in. (2 to 5 day temporary pool draw -down required)
—I /I
in.
�D % (minimunt 85% required)
Page t of 4

FootnotcS:
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 In the 20 coastal counties, the requirement for a vegetative filter may he waived if the wet detention basin is designed to provide
901XVTSS removal. The NCDI?NR IMP manual provides design tables for both 8.5% `I'SS removal and 90%'I'SS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Storrnwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Storrnwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
i.
1,11%A k.
A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1, if the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
,r,J,/A _ m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 0/does not incorporate a vegetated filter at the outlet.
This system (check one) Vdoes 0 does not incorporate pretreatment other than a forebay.
Ct cccc-np,-j silsrE t r5 GlerasSc= D svi4t_ S
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:.
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated 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 as designed.
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.
3. 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 (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads
When the permanent pool depth reads
Sediment Re
Bottom
d EL O .D I75
ition - 1 5 I _}♦ ?
FOREBAY
feet in the main pond, the sediment shall be removed.
L
feet in the forebay, the sediment shall be removed.
BASIN DiAGRAM(fill in the blanb-)
r &
Permanent Pool Elevation 4.,5_�
Sediment Removal Elevation 750l0
Bottom Elevation - /_ 5 259%
MAIN YOND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the Bushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SW II-102 Rev 3.99 Page 3 of 4

7. 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 seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: , jo li_k k1. 114,e1P15
Title:_ D t6Z&k�-- -_
Address: 10. &0 Z 1 F3 i TTY ��,( VA V- I W Z�'1443
Signature:_. /� �-
Date: // /.L /,; / /f G
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
1, PC A 6- V}' CWO HUG , a Notary Public for the State of �Oy+yl (d'rVI IVick.,
County of Y� , do hereby certify that ohyl V�+_ • f+(,tYI( j
5 !-
personally appeared before the this 2i day of L/UCelm%°,Y 2a0d , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
Notary Public, North Carolina
County of Dare
Delia B. McManus -
SEAL
My commission expires 10- � - 200b
Form SWU-102 Rev 3.99 Page 4 of 4

OFFIcE
Date Received
Fee Paid
Permit Number
JUN 7 2004
SW "7o o
DWQ-WARD State 6f North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
o-c1af/ev,Lra
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
P . 0 _ R c-'x Z. PP) l
city: K ., �4State: iV Zip: ? .1 nl A
Telephone Number: (Z-' Z ) 2-L 1 J ZA I
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
city: PC';—:e N a s PC ,) t County:- ' 0
6. Directions to project (from nearest major intersection):
f o., n �' A-s a r o_(t U ;1�hA PA0 mn r I a-
7. Latitude: '2� (�°b i' 4 —1 Longitude: W ._To ) 0 4 O _ of project
8. Contact person who can answer questions about the project:
Name: Ony p_-f t �-}'f_ w':-I i _ Telephone Number: (2. Z _) 4g1 Fi J +
II. PERMIT INFORMATION:
1. Specify whether project is check one): New Renewal �/ Modification
P 1 { )
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal"oi modification to an existing permit, list the
existing permit number 1�� OCR n qOC; and its issue date (iqkiioivri) ja ! 1 ] _ 7
3. Specify the type of project (heck one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major _Sedimentation/Erosion Control _404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
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 pn.ject . 1
S�/� e5't.U ��4r :/C—fr'h7-f��
2. Stormwater runoff from this project drains to the �f1 �z L, c� t,Zn I� River basin:
3. Total Project Area: L 1- 11 EJ acres 4. Project Built Upon Area: 3_3 %
5. How many drainage areas does the project have? C7;11" DP,N&h'l, ,,'e,j 1 xex 1'111e c-
6. Complete the following information for each drainage area. If there are more than hvo drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Informatrtin 1Drau►age Area �1 Dra i age Area 2 k
rn^.w,v ,x• c �w ,pia. .s!u% <, .x.> . �.. s
Receiving Stream Name To u' r , ti
Receiving Stream Class C
Drainage Area _
Existing Impervious* Area 4`3 s �c
Proposed Impervious"Area 302 ; 380. ,5 or
% Im ervious. Area (total)
1.
Im ertisous* Si=face Area .
Dr`arnage`Area"I
,'' Drainage'yArea�2 '
On -site Buildings
32-3 1z 4Z
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total:
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
siderualks, gravel areas, etc. C, n
` 1140 RV10415 lf90 IS C,1JCCVLJJJZM 8 MuCilr'LYIAIS ZICE CV, 11J,ME A
4001A) r Cevrvat,'E % 17r2Ni Au41 .04C dSED, Y0P- 7-0-
Se r FV ill IN F E 3 cr1vr Cc ueMyn►�
Form WU-101 Vernon .91 Page 2 of 4

7. How was the off -site impen ious area -listed above derived? A/ro L,00 ' E Nrr'
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 60% *erft&#et of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide drive -way crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
constriction.
5. All permitted runoff from outparcels or jheture development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be perfornied in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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. SUPPLEMENTI`ORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted, for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low -Density Supplement
Form SWU-105
Curbbu'tlet7Syste' n Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Paae 3 of 4

Vl. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DIVQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DIVA Regional Office.
Please indicate that you have provided the following required information by'itutialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form _ A.5 `
• One copy of the applicable Supplement Form(s) for each 13MP S
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: 5
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
N111 - Mean high waterline
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): lets rI
Mailing Address: Cd rd �OKL Gj .
City:_f eie A I%i - �21r� - - State: ,Lh'. A Zip: Z 7`��_6_
Phone: (ZS Z ) 421 eUYI Fax: ( 7 49 Z ) 1 SW Z_
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) _n_ b f) LO • a(f i.5
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project wdJ be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
MC A C ? u 10W
Signature:_ &�*
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided bY DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FOICEIVED
WET DETENTION BASIN SUPPLEMENT ,SUN 7 20�
This form may be photocopied for use as are origi?wl
DWQ Stormwater Management Plan Review: DIN INARO
• A complete Stormwater management plan submittal includes an application form, a wet etention basin
supplement for each basin, design calculations, and plans 'and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: fvX iornell Co,rM(We. A!rk rt, 0
Contact Person: x2ok"11 ,t Phone Number: (7 5 Z ) 4 S/ 5 S 4
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 4 ft.
Permanent Pool Elevation
Temporary Pool Elevation S-. 9 ft.
areas
Permanent Pool Surface Area sq. ft
Drainage Area 2S.11$5 ac.
Impervious Area 6.1615 ac.
volumes 392,7e6
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume 421?3r
Other parameters
SA/DAt
Diameter of Qrifice
Design Rainfall
Design TSS Removal 2
3 7Z, 7 S (-, cu. ft.
32021 cu. ft.
42, q 3S,_ cu. ft.
(floor of the basin) Wi-;-1444ZY DESIC�IEA
(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 -sire and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volurne)
(surface area to drainage area ratio front DtiVQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form S W U- 102 Rev 3.99 Page 1 of 4

Footnotes:
' When rising the Division SAIDA tables. the correct SA/DA ratio for permmment pool sizing sliotiid be co1nputed based upon the
actual impervious Flo and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
907c TSS removal. The NCDENR BtAll manual provides design tables for both 85°/c TSS removal and 90%, TSS removal.
I1. REQUIRED ITEMS CHECKLIST
v.l� 1 VUL
The following checklist outlines design requirements per the Storrnwater Best Management Practices Manual
(N.C, Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 21­1 .1008.
Initial in the space provided to indicate the following design requirements have been inet and supporting
documentation is attached. If the applicant has designated an agent in the Stortnwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
4- r1 It dg?a a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
,a ± b. The forebay volume is approximately equal to 207a of the basin volume.
kzs c. The temporary pool controls runoff from the design storm event.
,P_5 d. The temporary pool draws down in 2 to 5 days.
&Z4 e. If required, a 30-font vegetative filter is provided at the outlet (include non -erosive flow
calculations)
R7 S f. The basin length to width ratio is greater than 3:1.
A g. The basin side slopes above the permanent pool are no steeper than 3: 1.
�PSs h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
- i. Vegetative cover above the permanent pool elevation is specified.
,P r� j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for -each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
�l,LA m. A mechanism is specified which will drain the basin for maintenance or an emergency.
M. WET DETENTION BASIN OPERATION AND NIAINI'ENANCE AGREEMENT
The wet detention basin systern is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This systern (check one) 0 does does not incorporate a vegetated filter at the outlet.
This s sLem (check one) kl/does 0 does not incorporate pretreatment. other than a forebay.
Forst SWU-102 Rev 3.99 Page 2 of 4

Ninintena[ice activities shall be performed as follov", :
1. After ever}, significant runoff producing rainfall event and lit least monthly:
Ir. Inspect the wet detention basin system for sodirnent accumulation, erosion, trash accunu la%,
v gctawd cover, and general condition.
b. Check and dear to orifice of any obstructions such that drawdown of the temporary fool occurs
vJthin 2 to 7 clays as designed.
2. Repair eroded ruvas immediately, re -seed as necessary to mail win good vegetative cover, wow vegetative
cover to mahHaln a maximum height of six inches, anti remove wash as heeded.
1 Inspect and repair the collection system On. catch hasins, piping, swales, riprap, etc.) sluarteHy to
maintain proper functioning.
4. Remove accmnulated sedilr ent froin the 1`wt detention hasin system scilli-annually or NvInn depth is
reduced to 7590 of the original design depth (see diagram below). Removed sediment shall In disposed
of in an appropriale manner and sliall 1)e handled in a manner that will not adversely impact water duality
Q. stockpiling scar a wet detention basin or stream, tHc.).
The measuring device used to determine the sediment eleNstion shall be such chat h All give an accurate
depth reading and not readily penetrate into accun dated sediments.
When the permanent pool depth ready feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads Net in the Webay, the sedhnent shrill In removed.
BASIN DIAGIZANI
(fill i,: the Marks)
I', rnt:cn�n[ Pool 1-lL!V'uio:1 5- 46
S �licn nt Rel oval [-I. O ZC � 75" c
S�--Tmem Famonl. Elevation O ZA 75`.c
130110111 l:le VItion /•S ------
FOREBAY
5. Remove cattails and other indigenous Wand plants "Ten they cover 509, of the basin surface. These
plant, shall be encouraged to tgro", along the %tgelated shelf and forebay berm.
6. If We basin must be drained for in erricrgcncy or to perform maintenance, the fZu;hing of s;:clinient
!hr"Im'h ill dr-rliri shrill lv;. rninirnizt!rl tr1 tht'. lwl�:initnli t xlc:nt pr;w6c"tl.
Form SW11.102 Rev 3.99 l oy 3 OF-1

All components of the vet detention basin syslcin shall be maintained in good working order.
I acknowledge and agree by my signature below Ihm I ain responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:
�1 0
Title: (ID. '�� zf y.L /
Address:... ; D AaZ 2/R 7 A4'/' i 94AI, A/r Z 7 9 4�
Signature
Date
-2 '12, '
Note: The legally responsible party should not be a homeowners -association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
a Notary Public for the State of QC4-h CQ (D1)
County of Co(-(-)' i _ do hereby certify that n Q C ({ 5
personally appeared before me this 3'� day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
----
SUSAN POWERS
NOTARYpIgC
CURRITUCK COUNTY, P
• _._..'�'t''"''�issianExpiresi2-9a:
SEAL
Nly commission expires
rorni SWU-102 Rev 3.99 Page 4 of 4