SW7050926_HISTORICAL FILE_20060613

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 10509,
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

o�0� WAr�Rp�
•
- � r
W 0 RO
Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
June 13, 2006
Mr. Clifton G. Perry, Mayor
Town of Kitty Hawk
101 Verteran's Memorial Drive
Kitty Hawk, NC 27949
Alan W, Klimek, P.E. Director
Division of Water Quality
Subject: Stormwater Permit No. SW7050926MOD
K= Hawk Fire Station
Hig Density Project - Modification
Dare County
Dear Mayor Perry:
The Washington Regional Office received a complete Stormwater Management Permit
Modification for Kitty Hawk Fire Station on June 13, 2006. 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.
SW7050926MOD dated June 13, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until June 13, 2016, 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 and in the submitted application. 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
either Scott Vinson, or me at [phone].
incerel ,
r
'Al o gel
Regional Supervisor
Surface Water Protection Section
AHlsav: C:ISTORMWATERIPERMITISW7050926MOD
cc: Al B. Moretz, PE
Dare County Building Inspections
Washington Regional Office
Central Files
I�,QQ°,C��Carolina
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: www.ncwatergualitv.ors 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylA(firmal ve Action Employer — 50°% Recycled110°% Post Consumer Paper

State Stormwater Management Systems
Permit No. SV 7050926MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT MODIFICATION
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
Town of Kitty Hawk
Kitty Hawk Fire Station
Dare County
FOR THE
construction, operation and maintenance of three sand filters and four underground infiltration
trenches 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.
This permit shall be effective from the date of issuance until ,tune 13, 2016, 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. The following criteria are
approved as meeting the stormwater rules for this project:
a. The total area for this project is 1.92 acres.
b. Total allowable impervious area for this project site is 1.07 acres.
C. The building and the two concrete aprons will each use a sand filter to treat
stormwater runoff.
d. The drive and parking area will use porous pavement to allow stormwater to
infiltrate down into four areas that are tied together as infiltration trenches/basins.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 on page 3 of this permit. The stormwater controls have been
designed to handle the runoff from 46,439 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 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 areas of this project
must be directed into the permitted stormwater control systems.
Page 2 of 8

7
State Stormwater Management Systems
Permit No, SW7050926MOD
The following design criteria have been provided in the sand filters and must be
maintained at design condition:
Building SF Midgett Rd SF Kitty Hawk Rd
a.
Drainage Area, acres:
0.337
0.143
0.1924
b.
Total Impervious Surfaces, ft2:
14,673
6,225
8,380
C.
Design Storm, inches:
1
1
1
d.
Sediment Chamber Area, ft2:
600
60
75
e.
Sand Chamber Area, ft2:
200
60
75
f.
Sediment Chamber Volume, ft3:
2,898
90
112.5
g.
Sand Chamber Volume, ft3:
966
90
112.5
h.
Top/Bypass Elevations, FMSL:
5.00
5.25
4.50
i.
Invert Out Elevations, FMSL:
2.58
3.00
2.25
j.
Receiving Stream/River Basin:
Kitty Hawk Bay 1 Pasquotank
k.
Stream Index Number:
30-19
I.
Classification of Water Body:
"SC"
The
following design criteria have been provided in the infiltration trenches/basins and
must be maintained at design condition:
Area 1 Area 2 Area 3
Area 4
J.
k.
I.
m
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Design Storm, inches:
Basin Depth, feet:
Bottom Elevation, FMSL:
Bottom Surface Area, ft2:
Bypass Overflow Elevation, FMSL:
Permitted Storage Volume, ft3:
Type of Soil. -
Expected Infiltration Rate, in/hr:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
0.04
0.14
0.04
0.11
1,307
4,356
1,742
3,920
1
1
1
1
2.67
2.67
2.67
2.67
3.33
4.33
2.83
3.33
1,307
4,356
1,742
3,920
6.00
7.00
5.50
6.00
692
2,305
922
2,075
Fill Sand
10.0
Kitty
Hawk Bay / Pasquotank
30-19
"S C"
Page 3of8

State Stormwater Management Systems
Permit No. SV 7050926MOD
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety and operational
for its intended use prior to the construction of any built -upon surface. The sand filters
must not be allowed to receive stormwater during the construction phase unless the sand
and all the trapped sediment is to be replaced after the entire site is -stabilized. The
sediment chamber must also be cleaned out back to design standards after the site is
stabilized.
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 times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plans 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. Mowin.9 and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and "specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow spreader,
catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
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. The facilities shall be constructed as shown on the approved plans. 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, 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.
7. If the stormwater systems were used as Erosion Control devices, they must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all
times.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7050926MOD
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements.. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until June 13, 2016. 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.
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 formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, 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. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
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 143-215.6A to 143-215.6C.
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) having 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SV 7050926MOD
5. 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.
6. 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.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 13th day of June, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
---. _ for
Alan I,Kimek, E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7050926MOD
Kitty Hawk Fire Station
Stormwater Permit No. SW7050926MOD
Dare County
Designer's Certification
1, , 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 7 of 8

State Stormwater Management Systems '
Permit No. SW7050926MOD
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 bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Dare County Building Inspections
Page 8 of 8

OFFICE USE ONLY
Date Received Fee Paid Permit Number
g .2.90! ` 1ccx�) W 7S^o 5a6 N1 C
kxs- t"r i,�WJ
State —of North Carolina
Department of Environment and Natural Resources OVk,4'
Division of Water Quality t
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Town of Kitty Hawk
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Gary McGee. Town Manauer Z'�411`7rA," 6� 7?-I-<
3. Mailing Address for person listed in item 2 above:
101 Veteran's Memorial Drive
City: Kitty Hawk State: North Carolina Zip: 27949
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Kitty Hawk Fire Station
5. Location of Project (street address):
959 W. Kitty Hawk Road_.__
City: Kitty Hawk County: Dare
6. Directions to project (from nearest major intersection):
7. Latitude: 36-06688N Longitude: 75.70847W of project
8. Contact person who can answer questions about the project:
Name: A.B. Moretz Engineering Telephone Number: [phone]
IL PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
the existing permit number NIA and its issue date (if known) NIA
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X 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.
Ill. 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.
Stormwater treated by sand filters reused and infiltration basin (TerraCell pavement section)
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Project Area: 1.92 acres 4. Project Built Upon Area: 45.16 (16) %
5, How many drainage areas does the project have? one
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. (See attached Sheets)
SEE ATTACHED CALCULATIONS
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
c,
Receiving Stream Class
c
Drainage Area
Existing Impervious* Area
Proposed Im ervious*Area
% Impervious* Area total
Impervious-* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
On -site Streets
On -site Parkin
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.
Form 5WU-101 Version 3.99 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 number and its issue date (if known)
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
�CAMA Major X 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.
M. 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 .
Stormwater treated by sand filters and additional sand filters.
2. Stormwater runoff from this project drains to the ' P a s cru o t a,2k __ River basin.
3. Total Project Area: 1 .92 acres 4. Project Built Upon Area: 45 . 16 ( 16 ._0_)_%
5. How many drainage areas does the project have? o n e
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet withthe
jin�fo`rmation for each area provided In the
1 Isame format
Jas below.
I—+ 1[J5. !ham &,) F l" I r l i rJ 4 I IT Y A . 111 P 1
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
Kitty Hawk Bay
Kitty Hawk Bay
Receiving Stream Class
SC
SC
Drainage Area
0. 3 31 A c 17, t-I.TH°j
0.143 A c
Existing Impervious* Area
0
0
Proposed Imper vious`Area
0.337 AC
0.143 A c
% Impervious' Area (total)
100
100
Impervious` Surface Area
Drainage Area l
Drainage Area 2
On -site Buildings
0.337 A c 10
On -site Streets
0
0
On -site Parking
0
0.138 A c
On -site Sidewalks
0
0.005 A c
Other on -site
0
0
Off -site
0
0
Total: 0.337 Ac
Total: 0.143 A c
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

KITTY HAWK FIRE STATION
Pavement Section Stormwater Storage
PIN 41-04
AREA
DRAINAGE
TERRACELL
1" RAINFALL
* TERRACELL
** TERRACELL
*** TERRACELL
TOTAL
AREA
AREA
VOLUME
8 "THK. GRAVEL
12"THK SAND
12" THK GRAVEL
STORAGE
VOLUME
VOLUME
VOLUME
VOLUME
AC
AC
CF
CF
CF
CF
CF
1
0.04
0.03
108.90
103.50
196.02
392.04
691.56
2
0.14
0.10
363.00
344.99
653.40
1306.80
2305.19
3
0.04
0.04
145.20
138.00
261.36
522.72
922.08
4
0.11
0.09
399.30
310.50
588.06
1176.12
2074.68
TOTAL 1 0.33 1 0.26 1 1016.40 1 896.99 1 1698.84 1 3397.68 1 5993.51
* USED 30% VOID SPACE REDUCED BY 40 % FOR CLOGGING
*' USED 15% VOID SPACE
**` USED 30% VOID SPACE
STORAGE IN THE PAVEMENT SECTION IS 5.9 TIMES GREATER THEN THE VOLUME OF I" OF RAINFALL.
1

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing pertrdt number 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 �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-523-6748.
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 storrnwater management for the project.
2. Stormwater runoff from this project drains to the
3. Total Project Area: acres
5. How many drainage areas does the project have?
River basin.
4. Project Built Upon Area: %
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
tthe information for each area providedin the same forat as bellow.
��` f ► r oc� `4 ��i'�1�� x t-Wv L"k act , swat �6-�?.✓�
Basin Information
Drainage Area* 7
brainage Area
Receiving Stream Name
Kitty Hawk Bay
Kitty Hawk Bay
Receiving Stream Class
SC
SC
Drainage Area
0.0641 A c
0.1924 AC
Existing Impervious' Area
0
Proposed Impervious`Area
0.0641 A c
0.1924 AC
% Impervious" Area (total)
100
100
Impervious' Surface Area
Drainage Area 7
Drainage Area
On -site Buildings
0
0
On -site Streets
0
0
On -site Parking
0.0558 A c
0. 1924 Ac
On -site Sidewalks
0.0083 A c
Other on -site
0
0
Off -site
0
0
Total: 0.0641 Ac
Total: 0.1924 AC
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
Sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
Computer Computations of Proposed Buildinu
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels 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.
1. 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 square feet 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 runofffrom out parcels 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 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. 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 4 of
Form SWU-101 Version 3.99 3 of

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.
1. 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 treat mentlmanagement
• 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): A.B. Moretz, P.E., Moretz Engineering
Mailing Address: 104 North Dilling Street
City: Kings Mountain State: North Carolina Zip: 28086
Phone: [phone] Fax: [phone]
Vill. APPLICANT'S CERTIFICATION
I, (print or rype name ofperson listed in General Information, item 2), certify that the information included
on this permit application form is, to the best of my knowledge, correct and that the project will be
constructed in conformance with the approved plans, that the required deed restrictions and protective
covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC
2H .1000.
Signature: r- Date: Q
Form SWU-101 Version 3.99 4 of4

Mayor
Subject: Mayor
From: "Susan Kiser" <[e-mail]>
Date: Wed, 7 Jun 2006 14:01:19 -0400
To: <Scott,[e-mail]>
Scott, the Mayor of Kitty Hawk is Clifton Perry, his phone number is: 252-261-2412.
Susan
I of] 6/7/2006 3:24 PM

CT u lations
Subject: Calculations
From: "Susan Kiser" <[e-mail]>
Date: Tue, 13 Jun 2006 08:43: l5 -0400
To: "'Scott Vinson"' <Scott.Vinson a ncmai1.net>
'er your request
PARKING STORMWATER STORAGE alt 06-07-06.x1s Content -Type: applicationlvnd.ms-excel
11 Content -Encoding: base64
Gy -V,%'D
"RE I
1UN 13 2006
DwQ
papa #
I of] 6/13/2006 10:19 AN

KITTY HAWK FIRE STATION
Pavement Section Stormwater Storage
PN 41-04
AREA
DRAINAGE
AREA
AC
TERRACELL
AREA
AC
1" RAINFALL
VOLUME
CF
` TERRACELL
8 " THK. GRAVEL
VOLUME
CF
"* TERRACELL
12" THK SAND
VOLUME
CF
"' TERRACELL
12" THK GRAVEL
VOLUME
CF
TOTAL
STORAGE
VOLUME
CF
1
0.04
0.03
108.90
103.50
196.02
392.04
691.56
2
0.14
0.10
363.00
344.99
653.40
1306.80
2305.19
3
0.04
0.04
145.20
138.00
261.36
522.72
922.08
4
0.11
0.09
399.30
310.50
588.06
1176.12
2074.68
TOTAL
0.33
0.26
1016.40
896.99
1698.84
3397,68
5993,51 1
" USED 30% VOID SPACE REDUCED BY 40 % FOR CLOGGING
USED 15% VOID SPACE
USED 30% VOID SPACE
SECTION IS 5.9 TIMES GREATER THEN THE VOLUME OF I" OF RAINI
i �I
cFavED
1UN 13 2006
DWfl
PBOd A -

PAVEMENT SECTION CAN STORE I" RAINFALL AND IS A SAND FILTER TO TREAT STORMWATER
BEFORE STORMWATER REACHES GROUND WATER. THE WATER TABLE IS ELEVATION 2, THE
LOWEST ELEVATION OF THE BOTTOM OF THE PAVEMENT SECTION IS ELEVATION 4.34 WHICH
PROVIDES A MINIMUM OF 2.34 FEET OF VERTICAL TREATMENT. THE DEPTH INCREASES AS
THE PARKING AREA SLOPE UP TO THE BUILDING.
RECEIVEE.rI14
i U N 13 2006
DWQ
PROS #
DEPTH.'.
SLOPE{'
DIST. TO 0"'
DEPTH AT"'
VOLUME
TOTAO')
REQ'D
FT.
%
OR TO UPPER
UPPER EDGE
TERRA CEL
SAND
GRAVEL
LOT EDGE
1 2.66
4.00
66.5
0
103.50
4.5
8.1
116.10
108.90
2 2.66
2.86
64 -
0.83
344.99
97.00
0
441.99
363.00
3 2.66
4.55
32
1.2
138.00
50
0
188.00
145.20
4 2.66
4.00
45
0.83
310.50
215
0
525.50
399.30
L 1271.59�
____1016.10
(3)
(3)
_ _
(2)
(2)
(1) DEPTH OF THE PAVEMENT SECTION (2.66')
(2) MAXIMUM SLOPE OF THE PARKING LOT. OTHER AREAS HAVE LESS SLOPE
(3) THE DISTANCE TO HEIGHT OF THE PAVEMENT SECTION OR THE LIMIT OF THE TERRACELL AREA
(A) LIMITING THE BOTTOM OF THE STONE AS A HARD SURFACE WHICH DOES NOT CONSIDER THE INFILTRATION OF THE
SUDGRADE SAND DOES NOT REPRESENT THE STORAGE CAPACITY PROVIDED OVER TIME. A ONE -INCH
VOLUME OF STORMWATER THAT WOULD OCCUR IN ONE HOUR IS AN INTENSITY OF1"/HR. IF THE EVENT OCCURRED IN FIVE
MINUTES THE INTERSITY WOULD BE 12"/HR. THE INFILTRATION RATE OF THE SUBGRADE IS 10'YHR. STORAGE WOULD ONLY
BE USED WHEN THE INTENSITY EXCEEDS THE INFILTRATION RATE OR IF THE SUBGRADE IS SATURATED. LATERAL
FLOW CAN NOT OCCUR IN THE TERRACELL DUE TO THE CELL CONSTRUCTION THEREFORE THE TERRA CELL WILL STORE
MORE VOLUME THEN THE SECOND CHART INDICATES. THE EVEN DISTRIBUTION OF THE RAINFALL OVER THE
TERRACELL AREAS WILL ALLOW INFILTRATION TO BEGIN AT THE UPPER ELEVATIONS AS INFILTRATION IS OCCURING AT THE
LOWER LEVELS. BASED UPON THE INFILTRATION RATE OF 10"/HR A PORTION OF THE RAINFALL OF 1" ON THE UPPER
ELEVATIONS OF THE PARKING LOTS WOULD NOT REQUIRE STORAGE BECAUSE THE VOLUME WOULD INFILTRATE TO AN
ELEVATION BELOW THE LOWER ELEVATION OF THE PAVEMENT SECTION.

AREA
DRAINAGE
TERRAGELL
AREA
AREA
AC
AC
1
0,04
0,03
2
CA4
0.14)
3
0,04
0.04
4
0A 1
0.09
KITTY HAWK FIRE STATION
Pavement Seclion Slormwatef
SLorage
PN 41-04
1" RAINFALL
' TER RAC ELL
— TERRACEIL
'—TER:RACELL
TOTAL
VDLU14E
9 " THK GRAVEL
12" THK SAND
12" THK GRAVEL STORAGE
VOLUME
VOLUME
VOLUME
VOLUME
CF
OF
CF
CF
CF
108,90
103.50
196.07F392,04
69166
363.00
344.99
6 33.-04
230519
145,;?c
138.00
261.36
522.72
922.08
399.30
310.50
588.06
1176.12
2074.68
TOTAL 0,33 026 109e 4a_ -. ;' 5.96.99 169a.84 3397.68
Al
USED 309E VOID SPACE REDUCED BY 40 9fi FOR CLOGGING
USED 15% VOID SPACE JUN 13 2006
USED 30% VOID SPACE U iJ
I ... _ ..... DWQ
STORAG.E_IN_ THE PAVE MErlI SECTIOWIS5.91 MES GREATER;THE N.T�IE VOLUME 0r C' 0r:RAINFALL ;.::, PROJ #
I
.•�'� �K CARS !%ib
�� rf�'r1•M�
s `-
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s i
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�
Ruc

PAVEMENT SECTION CAN STORE I" RAINFALL AND IS A SAND FILTER TO TREAT STORMWATER
BEFORE STORh1WATER REACHES GROUND WATER, THE YVATERTABLE IS ELEVATION 2_ THE
LOWEST ELEVATION OF ThE BOTTOM OF THE PAVEMENT SECTION IS ELEVATION 4.34 WHICH
PROVIDES A MINIMk)M OF 2.34 FEET OF VFRTICAL TREATMENT THE DEPTH INCREASES AS
THE PARKING AREA SLOPE UP TO THE BUILDING.
OEPTH11}
SLOPEI'-t
DIST. TO d"
DEPTH AT'4'
VOLUME
FT.
11%
OR TOUPPER
UPPER EDGE
TERRACEL
SAND
GRAVEL
LOT EDGE
1 2.66
4.00
65.5
6
103.50
4.5
$1
2 2.66
2.86
64
0.83
344.99
97.00
0
3 2.66
4.55
32
1.2
138.00
50
D
4 2.66
4.00
45
0.83
310.W
215
0
(3) (3)
E:��'
(1) (11 (4)
(2} (2)
(11) DFPTH OF THE PAVEMENT SECTION (266'}
(2� MAXIMUM SLOPE OF THE PARKING LOT. OTHER AREAS HAVE LESS SLOPE
(3) THE 0ISTANCE TO HEIGHT OF -THE RAVE MENT SECTION OR THE LIMIT OF THE TERRACELL AREA
70TAL(Al REO'D
116.10
14W90
441.99
363.00
158.00
145.20
525.50
399.30
E-
-nL%;ECk;lV
JUN 13 2006
DWQ
(A) LIMITING THE ROTTOM OF THE STONE AS A HARD SURFACE WHICH DOES NOT CONSIDER THE INFILTRATION OF THE PROJ #
SUDGRADE SAND DOES NOT REPRESENT THE STORAGE CAPACITY PROVIDED OVER TIME. A CNE-INCH
VOLUME OF S7ORltiWATER THAT WOULD OCCUR IN ONE HOUR IS AN INTENSITY 011711HR. IF THE EVENT OCCURRED IN FIVE
MINUTES THE INTERSITY WOULD BE 12'7HR. THE INFILTRATION RATE OF THE SUBGRADE IS I(YIHR. STORAGE WOULD ONLY
BE USED WHEN THE INTENSITY EXCEEIDS THE INFILTRATION RATE OR IF THE SUBGRADE IS SATURATED, LATERAL
FLOW CAN NOT OCCUR IN THE TERRACELL DUE TO THE, CELL CONSTRUCTION THEREFORE THE TERRA CELL WILL STORE
MORE VOLUME THEN THE SECOND CHART INDICATES. THE EVEN DISTRIBUTION OF THE RAINFALL OVER THE
TERRACELL ARERSWILL ALLOW INFILTRATION TO BEGIN AT THE UPPER ELEVATIONS AS INFILTRATION IS OCCURINGAT THE
LOWER LEVELS_ BASED UPON THE INFILTRATION RATE OF 107HR A PORTION OF THE RAINFALL OF I'ON THE UPPER
ELEVATIONS OF THE PARKING LOTS WOULD NOT REQUIRE STORAGE BECAUSE THE VOLUME WOULD INFILTRATE TOAN
ELEVATION BELOW THE LOWER ELEVATION OF THE PAVEMENT SECTIO14.
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Kitty Hawk Fire Dept.
Subject: Kitty Hawk Fire Dept.
From: Scott Vinson <[e-mail]>
Date: Mon, 12 Jun 2006 17:31:17 -0400
To: Al Moretz <[e-mail]>
CC: Susan Kiser <[e-mail]>
Al,
as discussed in our phone conversation today, if you can get me the revised
calculation
spreadsheet for the Terra Cell Area #1 by tomorrow morning, then I should be
able to have the permit modification out: by the end of day tomorrow.
Thanks,
Scott
1 of 1 6/12/2006 5:31 PM

June 7, AD 2006
Mr. Scott Vinson
NCDENR/DWQ
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Ref: Kitty Hawk Fire Station
PN 41-04
Dear Scott,
In response to your comments of June 5, 2006,
1. Need additional $575.00 to add to $425.00 to meet the $1,000.00 Express
Modification Permit fee.
Response: To be addressed by the Town of Kitty Hawk.
2. Need to provide additional stamped/signed calculations showing the reduction of
storage volume for each of the 4 Terrace I I/porous pavement drainage areas due to the
slope of the parking/drive areas.
Response: The revised calculations are attached sealed and signed. Please review the
comments on the calculations.
�. Need to provide the Underground Infiltration Trench Supplement Form SWU-107
3.99 found at: httpHh2o.enr.state.nc.us./su/Forms_Documents.htm#sswmp please fill
in the forms, and as I discussed with Al, if these forms can be emailed to me, then
should be able to schedule a visit to the Town of Kitty Hawk to personally take them
to Gary McGee, Town Manager, and he can have them signed and notarized and give
them right back to me. I also need a copy of the application to have Gary sign. On the
current forms the Fire Chief signed the forms and we need the Town Manager.
Response: As we discussed the infiltration basin supplement form is more applicable
than the above mentioned form. We are emailing the forms to you.
4. Please provide an updated drainage area list for the enlarged concrete apron on
Midget Road as found Sec. III, no. 6 of the application.
Response: As we discussed, the map was attached to the previous submittal.
5. Please provide a copy of the information regarding the wetland fill permit for this site
so that it can be added to the file.
Response: Copies are attached.
With Best Regards,
A.B. Moretz, P.E.
ABMJsk

Kitty Hawk Fire Dept.
Subject: Kitty Hawk Fire Dept.
From: Scott Vinson <[e-mail]>
Date: Mon, 05 Jun 2006 17:45:03 -0400
To: [e-mail]
CC: Al Moretz <[e-mail]>
Susan,
after speaking with Al over the phone, he asked that I send
you this preliminary list of items so that we can enter this
project into our Express Stormwater Program.
1- need additional $575 to add to $425 to meet the $1,000 Express Modification permit
fee.
2- need to provided additional stamped/signed calculations showing the reduction of
storage
volume for each of the 4 terracell / porous pavement drainage areas due to the
slope of the
parking/drive areas.
3- Need to provide the Underground Infiltration Trench Supplement Form SWU-107 3.99
found at: http://h2o.enr.state.nc.us/su/Forms Documents.htm#sswmp
please fill in the forms and as I discussed with Al, if these forms can be emailed
to
me, then I should be able to schedule a visit to the Town of Kitty Hawk to
personally
take them to Gary McGee, Town Manager, and he can have them signed and notarized
and give them right back to me. I also need a copy of the application to have Gary
sign.
On the current forms the Fire Chief signed the forms and we need the Town Manager.
4- Please provide an updated drainage area list for the enlarged concrete apron on
Midget Rd.
as found under Sec. III, no. 6 of the application.
5- Please provide a copy of the information regarding the wetland fill permit for
this site so that
it can be added to the file
Please call me at 252-948-3848 if you have any questions.
Thanks,
Scott Vinson
NCDENR-DWQ
i of 1 6/12/2006 4:02 PM

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06-07-&6 14:21 MQRETZ ENGINEERING.
ID=7047394265
P01/10
Civil Design
Land Planning
Environmental Studies
FAX TRANSMISSION
ATTN:
Scott Vinson
TO:
NCDENRIDWQ
RE:
Kitty Hawk
FAX:
252-946-9215
PROJECT NC: 41-04
COMMENTS
DATE: 06-07-06
PAGES: ! i including cover
FROM- Susan Kiser
Scott Letter from USACE date February 6 2006 Fax from Town* of Kitt
Hawn dated May 5 2005 eneral oermit and notification of iurisdictional
determination signed and sealed calculations.
Moretz Engineering 104 NORTH DILLING STREET, KINGS MOUNTAIN, NC 28086
Business [phone] Fax [phone]

05-07-06 14:21 MQRETZ.ENGINEERING ID=7047394265 P02/10
February 6, 2006•
Regulatory DMsion
Action I1). 200610336
Town of Kitty Hawk
Attn: ,Planning Department / Trisha Huffman
Post Office Box 549
Kitty Hawk, North Carolina
27949
Dear Ms. Huffman,
FEB 1 3 2006
This corresponden►:e confurns the October 19, 2005 onsite meeting and inspection
conducted by Mr. Tom Steffens of the U.S. A1iny Corp of Engineers on property located on the
corner of NCSR 1206 and NCSR 1212, the location of the proposed new Town of Kitty Hawk
Fire and Rescue Department. In attendance at the meeting were Ms. Trisha Huffman, and Mr_ J.
Lowell Spivey. The purpose of the meeting was to discuss options available to the Town of Kitty
Hawk utilizing a Nationwide 18 permit (USACE lD# 200411543) issued to the previous property
owner.
It was determined in the meeting that the Town of Kitty Hawk needed to fill wetlands on
the southwest corner to facilitate ingress/egress of fire equipment. The Town of Kitty Hawk also
proposed creating a linear wetland feature on the southeast property line to connect two wedand
cells. The cells are located on the Northeast property line and the southwest comer of the
property. The proposed fill, 1,548 square feet, is well within the allotted amount permitted under
the current. Nationwide 18 permit. The creation of the linear wetland will facilitate storm water
transmission between the two wetland cells.
The Amy Corps of Engineers has determined that the -realignment of the wetland fill
from the original design and creation of the linear wetland is an allowable activity-as'proposed.
Be advised that any wetland fill that exceeds the permitted amount under the existing Nationwde
permit may result in possible enforcement actions.

N6-N7-06 14:22 MORETZ ENGINEERING ID=7047394265 P&3/10
2
If you have any quculi,Qns, please contact Mr. Tom Steffens at the Washington Regulatory
Field Office, telephone [phone], extension 25.
Si
Tom
Mr. A Moretz
104 North Dilling Street
Dings Mountain, North Carolina
28086
File / RGW / 200610336
Specialist

05-67-05 14:22
MORETZ
252
ENGINEERING
261 7900
ID=7047394265
TOWN of KITr1 SAND
(l5: py: 2gir� 17: 02
.
F.41
�I,
0
PO4/10
Z001
Town of Kitty Hawk
101 Veterans Memorial Drive
Post Office Box 549
Kitty Hawk, NC 27949
252-261-3552
Fax [phone]
Administrative Office
Fax [phone]
'rib: !zc / .
Fax: {- {9 5f
From -iR� (.L i� rKW
Subject_
Tate:
Reply Necesswr: YES NO Number of Pages Sent (Including cover):
If you have trouble iri rcccMag this FAX transmission, please contact
at 252-261-3552. Thank you.
Aq-PF-Ati 94:45 70:MQRET2 ENGINEERING FROM:252 261 79GG P61

06-07-06 14:22 MORETZ ENGINEERING
FAX [phone]
[D=7047394265
TOWN OF K I T'f Y 9AWK
P05/10
U.S. ARMY CORPS OF ENGMERS
WILNIN, GToN DISTRICT
Action ID, 200411543 County Dare
OPNE AL FERMIT (REGIONAL AND NATIONWME) VERInCATION
Property Owner: ,T_.1 E. De�velonnteut LLC
Address: 4717 N_ Croatan Hmkwxy
Y4i1KY_Hawk Nartb Carolina 27949
Tolephonc No.: 15Z-2B -2212
Size and location of prgjeci (water body. road namakiwnbesr, taws, cu.) Lot 4A contains 0.51 acres
lotatead on the east side of Ndgett Road ('CSR 12121. Kitty »wk, Dare GOlentF. Nnrtik Cazolina
Weiland sysom adjacent to WaVv Hawk Ba x:ad Albemarle Sognd. Jsrisdledonal Determinatio
ACTT 200411522-
Description of 2=viry FIR 0.10 acre of Section 404 W010C
U for catuMareQal develo meet:
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344)
Section I0 (Rivers 4ud Hatbors Act, 33 USC 403)
Authorization: itegie General Pcr=t Number
Nationwide Permit Number 13
Your work is autharited by thc above rcfe raced pesnrit provided it is Accomplished in strict
accordance with the attached conditions and your sub> dmtm d plans. If your activity is subject to Section
404 of the C7caa Water Act (as indicated above), beforti begftming work you must rMei'ver a Section .401
water quality certification from the N-C. Division of dater Quality (telephone [phone]). Fear any
aeuvi,iy wig lbo tw" cos tal couaiics subject to regulatian under rile Coastal Area Management Act
(CAMA), prior to begin ing work you must contact the i .C. Division of CoasW Management (telephone
[phone].
please read and oemply with the attached conditions. Any violarion of these conditiow spay subject
the perminee to a :stop work ordef, a restoration order an&or appropriate lepl action.
This Depa=cnt of the Army veriSoatiotl does not relieve the porn . ttee of the responO)ility to obtain
ulxy otb f required Fedeml, State or local appr4v Wpermim
If there are any questions re:tgardi�ig this verification, any of the conditions of the Permit, or the Corps
of Engin;,czs reguiatory program, please contact William Wescott at 242-9n
75-1616 extensSo_25
Corps Regulatory OfficialO � Date 7-20-2004
Expimcion Date of Verification 77-2
SURVEY PLATS, FUU-D SKETCH, WETLAND DELINIEATION FORMS, PROTECT
PLAN, S, ETC., MUST BE ATTACHED TO TfJE FILE COPY OF THIS FORM. IF
REQUIRED OR AVAILAB E.
05-95-95 @4:46 TO : MORI~7?' ENG 1 t,IEER I NG
FROM:252 261 7ne_gt3 P©2

06-07-05 14:22 MORETZ ENGINEERING
17:01 FAX [phone]
Regulatory Division
Action ID No. 200411543
7-K.E. Uevelapment, LLC
4717 riT. Croatan Moway
Kiitr Rawk, North Cumbria 27949
Permit Special CorAitions
ID=7047334265
TOWN OF KITTY HAWK
July 20, 2004
a_ The Perminee shall mitig&te for 0.10 acre of wetlands associated with this
project by payment to the North Carolina Ecosystem Pmhaacemetlt Program
(NCEIEl�} in;= amouat dewinined toy the NCEMI sufficient to perform 0.20 acre
of notaiperiaa wetland restoration mitigation (Cowwdin classification type
PF0I C) in the Pwgaotank River basin (HUC 03010205). DiwIlDrp into
wetlau& on the permitted pmjcct shall be& only after the PermitWe has made
fu payment:to the NCEEP, and the NCEEP has made written canSirmation to the
District E4 in=, that it has reccived. payment and agrees to etoept responsibility
for the mitspfion work requited, punuant to Parag ph N.D. of the
M=xgzudum of Undemanding bcE'Reera the North Carolina Department of
Environment and Nauxal Resourms and the U.S_ Army Cmps of E.a&eers,
wilmi.ngtoa Dimict, dated Nov€lnber 4, 1998.
P06f I 0
Lof103
&5-es--05 94 .'47 To! NOAETZ ETIC 1 TIEER I NG
Ft30H:252 261 790E P@3

06-07-06 14:23 MORETZ ENGINEERING ID=7047394265
g5.,05.'200 17:Ua FA_X 252 201 79g0 TOWN Of MITilAliR
ii _S_ ARM CORPS OF ENGINEERS
WILMINGTON TITS TRIO T
Action Td. 200411532 County: Dart, U.S.G.S. Quad_ Kit Rawl€
NOTInCAMN Of SMSDIMONAL DETERMINATION
P07/10
l0of)4
PropcnyGwner/Aganr:;KEDev*1opmast1 LLC
Address; 4717.114. Croptan Higlt_*ly
1~Iawlc Nertit CelrOLna 27
IclCphana NQ_: 2 26IQ2
Size and location ofpfopaty (Yvateabody, road namc/ttmvhe!; Town, eoc.) Lat 4A rantaiius 0.51 aw-ec 1Mted an the east side
of Midge Raul CSR 1212 Ka R22 Dare Coup North Caroling. Plu 5 0W Serve n Service_ dated 5
7-2t]N4. Wa4=d Wlem adjacelut to Ma HZwkBSV Wtd Aibemar]S 69;ind.
Indicate Which of the -EgUawig- A 1
Bated on pxelmmnary unfor=t*T4 tram may be Wetlands on tite above deecribed property-. We strongly yo'a bavc
tie propcny iaspccted_ to drrrrmme the extent of Dtput of the Army (DA) jtaisdfctinn,. To be Considered izna], a
ju imicdomfal dete-ri'matzon mu=4 be vsrificci by dtc Corps.
X Thy are wetlands on 1hc above described property subject to she pcmit rcR0Terrv+9 of Swdon 404 of the (-'[can Wrzer
Act (CWA)(33 USC § 134a), Unless there is a change in the law ar = pab7lslicd rcpulations, this detrT' n naSm may bt
re3 .d upoo for a pmW noF to cxreed five yam from the &t4 of this notiRc.asion.
We mvrlgly suggest you have the wetlands on your property delineated. Duc N the Si:.e of yotT property and/or olu
present workload the Corps may not be able to ae=cq> sh this wetland dciix=tion iu a timely =&=Gt. Fora more timely
delinwion, you may wish t0 sbtam a consultant. To be emmkiered final, any detincet3na must be verified by the Corks,
-. The wetland on yQ3t property have boon delineaxd and the delmeat e a bAs been vcrified by the Corps. We sttozWy
suggest you have this delineation sm-eyed. Upon onVir,6m this survey should be reviewed arud verified by the C-rpa.
Once veefimd this survey wW provide ea nu sax ezpicdau of all aren Subject to CWA jurisdiction on your property
which, provided there is an change m the Inw or my published rcgulorioas, may be relied upon for a period not to exceed
five years.
X Tho wctiands have-5een delineated and slnvtyzd and are acc=tely depier�d on tte plat signed by the Carps
Regulatory Offitial idwtii'ied below on 611_. eP,n44. Unless there is a ch=9e in the law or our published regulatie sus, this
determination may be •relied upon for a period got to exceed five years from the date of this nedfication.
i'Eaezt arw no waters of nc� U_5., to include stre.[lards, pregy�t ph t7ic above described pzoprrty whi: h sre �lsj �t to she
ptrmitrequuiemenss ofSeCliea 404 of the Mean W aatx Act (33 USC 1344). []niece there is a change in the law , our
published. regulations, lids damerruiusuon maybe relied upon for a period not to exceed five years from the date of this
notiiacetion.
X
The piupeny 1s located in oac of the 20 Coastal Cotra ieS subject to regulation under ehc Coaual Area Ma aageTzent Act
(CA,XIA). You sbDuld.canrsct the Division of Coe►tal Kwagein=t in Elizabeth City, NC, at 4252) 264-3901 to daiwm u=
Choir requiremcros.
Rem�liSa .
Corps Regulatory OM64: W i
Dto 00/30/2004 Expirarim- Datt 06/2Bl2009
pxgr 1 of'_'
©5-05-a5 04:47 TO:IIORETZ ENGIMEERII4G
FRGM: _52 261 7900 P&4

05-97-06 14:23 MORETZ ENGINEERING ID=7047394255
u5 05, ?c�t�S 17:03 FAA 252 26.1 7911b TOIL' OF KITTY HART
F08/10
L1005
Aci�on Id- 200il S92
Placement of dredged or filI•tnaterial wid n waters of the US and/or wetlands without a Depa,-tzneat Of the .may PG—�r MAY
comstitta a violation of Section M 1 of the Clean Warns Act (33 USC 5 1311), If yot: have any questions rro zd Ihis
ddtCin;�aZoll and/oi the Corps regulatory pzogtam, pkse contact William Wp! ;*vat 252-9751615 .
$agis xoT Dcterainatiou: A earnecg the three parameters_sperWed in the 19$7 USACP- Wetland belioeation Mi�
dad is am of 4 121mer Wetland 3T&1jjWhidh is ad'aeerlt to Kitm -Hawk Rly aed Cho Albe--m dr Satrhd.
Carps Regulatory Qffi;.ial (Initial):
FOR OMCk USE ONLY:
A plat or sketC1 of the prOparry and tbn vmdand data Farm —1 the mchrd to the file copy of this foz�ui.
A cop} of the `Noti icatzau Of Ad=i iioaatavc Appcai Options And Process Aad Request For Appeal" form mut be
mnanitted with the: property ownerlagem copy of this flow.
If zh.property conmins isolated wet1ami5,'wattrs, please indieatir in'T,4=tics" section tnd attach the " Isolared
Aetetn inaaayL rnfgT.=on sit" to t$e fde ropy of this finm
Page 2 of 2
05-QS-ES 04 : a7 TO: MOREiZ ENG I NEERI1.10 FROM : 752 251 7906 r,05

0
m
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ti
4
KITTY HAWK FIRE STATION
Pavement Section Stormwater Storage
PIN 41-04
AREA
DRAINAGE
TERRACELL
V RAINFALL
"TERRACELL
"TERRACELL
—TERRACELL
TOTAL
AREA
AREA
VOLUME
.8 " THK. GRAVEL
12' THKSAND
17' THK GRAVEL STORAGE.
VOLUME
VOLUME
VOLUME
VOLUME
AC
AC
CF
CIF
CIF
CF
CIF
1
0.04
O.OQ
152.38
9-06
9.O8
91*
2717
2
0.14
0.10
4R.40
28.36
644A4
1266_88
1961.87
3
0.04
0.04
159.26
10.30
I 234.13
468.26
712.69
4
-0.11
0.09
400.68
25.918
1
590.50
1161.00
1797.48
TOTAL
0.33 1 0.2r. i., 7204.73-. 1 73.70
1478.13
2947.19
USED30% VOID SPACE REDUCED BY 40% PCR. CLOGGING I
USED 15% VOID SPACE
USE D 30% VOID SPACE
STORAGE IN -THE PAVEMENT SECTION a53.T3 I S RE}1 ER-THENTHE'VOLL AE'OF V dF RWNFALL. .
.e•11 rr ~$
8024

m
a
Ln
Lo
N
J1
r]
ti
d
0
N
4
ti
La
Ln
0
PAVEMENT SECTION CAN STORE I" RAINFALL AND IS A SAND FILTER TO TREAT STORMWATER
BEFORE STO#TMWATER REACHES GROUND YVATE R, THE WATER TABLE IS ELEVATION 2 THE
LOWEST ELEVATION. OF THE BOTTOM OF THE PAVEMENT SECTION IS ELEVATION 4.34 WHICH
PROVIDES A MINIMUM OF 2.34 FEET OF VERTICAL TREATMENT, THE DEPTH INCREASES AS
THE PARKING AREA SLOPE UP TO THE BUILDING.
DEPTHI'I
SLOPE2'
DIST. TO 6')
DEPTH AP1
VOLUME
FT.
96
OR TO UPPER
UP PER EDGE
TERRA CEL
SAND
GRAVEL
LOT EDGE
1 2.66
4.OD
88.5
U
2.34
4.5
8.1
2 2.66
2.88
64
0.83
26,36
97.0C
0
3 2.66
4.55
32
1.2
1030
SQ
0
4 2.66
COD
45
0,83
25.98
215
a
(3)
[-- --- (4)
1•�(2) (2)
(1) THE PAVEMENT SECTION
(2) (MAXIMUM SLOPE OF THE PARKING LOT. OTHERAREAS HAVE LESS SLOPE
(3) THE DISTANCE TO HEIGHT OF THE PAVEMENT SECTION OR THE LIMIT OF THE TERRACEIL AREA
TOTAL{') REC'D
14.94
152.38
125.36
492.40
60 30
159.26
240.98
400.68
(A) LIMITING THE BOTTOM OF THE STONE ASA HARD SURFACE WHICH DOES NOT CONSIDER THE INFILTRATION OF THE
SUDGRADE SAND DOES NOT REPRESENT THE STORAGE CAPACITY PROVIDED OVER TIME_ A ONE -INCH
VOLUME OF STORMIWATER THAT WOULD OCCUR IN ONE HOUR ISAIV INTENSITY OF1'!HR_ IF THE EVENT OCCURRED IN FIVE
MINUTES THE INTERSITY WOULD BE 12'(HR. THE INFILTRATION RATE OF THE SUBGRADE IS l(r$HR. STORAGE WOULD ONLY
BE USED WHEN THE INTENSITY EXCEEDS THE INFILTRATION RATE OR IF THE SUBGRADE IS SATURATED. LATERAL
FLOW CANNOT OCCUR -IN THE TERRACELL OU E TO THE CELL CONSTRUCTION THEREFORE THE TERRA CELL WILL STORE
MORE VOLUME THEN THE SECOND CHART INDICATES. THE EVEN DISTRIBUTION OF THE RAINFALL OVER THE
TERRACELL AREAS WA LL ALLOW INFILTRA71ON TO BEGIN AT THE UPPER ELEVATIONS AS INFIL7RA71CN IS OCCURING AT THE
LOWER LEVELS. BASED UPON 741E INFILTRATION RATE OF 10"JHR APCRT10N OF THE RAINFALL OF 1' ON THE UPPER
ELEVATIONS OF THE PARKING LOTSWOULQ-NOT REQUIRE STORAGE BECAUSE THE VOLUME WOULD INFILTRATE TO AN
ELEVATION BELOW THE LOWER ELEVATION OF THE PAVEMENT SECTION.

[Fv,L FW: Kitty Hawk Fire Department]
Subject: [Fwd. FW: Kitty Hawk Fire Department]
From: Alan Klimek <[e-mail]>
Date: Thu, 25 May 2006 08:50:44 -0400
To: Al Hodge <[e-mail]>, Scott Vinson <[e-mail]>
Let me know where you all think we are wrt this.
Alan
------- Original Message--------
Subject:FW: Kitty Hawk Fire Department
Date:Wed, 24 May 2006 17:17:38 -0400
From: "Chris Dillon 1(Pres. Pro Tem's Office\)" <ChrisdPncleg.net>
To:"Alan Klimek" <alan. klimek@ncmail. net>, "Coleen Sullins" <coleen.sullinsna,ncmail.net>
Holding up the Fire Department? Come on...
From: Jonathan Hobbs[maiIto: [e-mail]]
Sent: Wednesday, May 24, 2006 2:52 PM
To: Chris Dillon (Pres. Pro Temis Office)
Cc: Gary McGee,
Subject: Kitty Hawk Fire Department
Mr. Dillon,
The Town of Kitty Hawk needs your assistance with a matter that has come to our attention. Currently, we
are constructing a new firehouse here in Kitty Hawk. We were informed on Tuesday morning -by the
Architect that construction will be delayed up to two weeks due to a revision and pending review of our
stormwater permit by the Division of Water Quality in Washington, NC. The stormwater permit was
originally submitted five months ago. Since that time, we have been working with representatives from the
DWQ to make revisions to our original application so that our permit could be reviewed and approved. We
have gone through this submission and review process with DWQ several times, and each time DWQ
requests additional information. Each time we submit this information to DWQ, it takes 2 or 3 weeks to
review changes that they have worked with us on to complete. The revisions that we have currently
submitted involve various calculations that the DWQ asked us to make. Now that we have made these
revisions, we feel as though a review and approval should not delay this project an additional two weeks.
If you could contact Mr. Scott Vinson at the DWQ office in Washington at [phone] and ask him to
make every effort to review this application quickly without further delay, the Town would be very
appreciative. Thanking you in advance for your attention to this matter.
Jonathan L. Hobbs 16
It., Administrative Services/Special Projects Coordinator
Town of Kitty Hawk
Office: [phone]
Cell: [phone]
[e-mail]
1 of 1 6/6/2006 10:25 AM

Kitt,,, Hawk -Fire Department
Subject: Kitty Hawk Fire Department
From: Scott Vinson <[e-mail]>
Date: Thu, 25 May 2006 13:31:24 -0400
To: Al Hodge <[e-mail]>
Al,
On October 6, 2005 Mr. Al Moretz, PE, his wife and the Town of Kitty Hawk
representative
Trisha Huffman met with Lyn Hardison and myself at 3:30pm to discuss the Town's new
Fire Department project
and their desire to enter into the Express review program. The proposal at that time
did not
meet -our stormwater rules and guidelines. They had a high density project with no
formal BMP
proposed. They were only going to use porous pavement for drives and parking and
tanks
to store roof water for re -use. I explained to Mr. Moretz and Ms. Huffman that this
did not
meet the criteria for the Express program nor did it meet the State's stormwater
rules. It was
impressed upon me that the Town needed a permit quickly in order not to loose
potential grant
money, so I explained the rules and helped Mr. Moretz plan and design the site so
that he could
submit an application package that met the rules. I explained that their current
proposal of
porous pavement was, at that time, not allowed and that internally our stormwater
group
had not even discussed all the issues involved.
I also explained that if they needed a permit soon, then porous pavement could not
be proposed as
either a reduction in impervious area nor as a treatment system to remove 85%TSS as
required in high
density projects. I mentioned to Mr. Moretz that sand filters, which are currently
in our BMP manual
to meet 85% TSS removal, could be used with their site restraints and meet the rules.
Sand filters could be proposed and permitted immediately and that if they needed to
modify the permit
later then they could. Both Mr. Moretz and Ms. Huffman understood this and
acknowledged that
they would submit an application with multiple sand filters and would potentially
later follow up with
a permit modification request. I explained that they of course would have to wait
until the issues of porous
pavements have been addressed internally by our stormwater group before they could
modify their permit
to include what they wanted, they again understood and agreed. On October 11, 2005
Mr. Moretz,
on behalf of the Town of Kitty Hawk, submitted an Express Stormwater application.
Additional'
information was received on October 27, 2005 and a permit was issued on October 28,
2005 for
the implementation of 8 sand filters to treat stormwater runoff at the site.
I did not hear from them again regarding any modifications until January 19, 2006
when Mr. Moretz
left me a voice message. I returned his call on January 20 and left a message. I
received another
phone call on January 30, 2006 at 9:50am from Mr. Moretz where I explained that in
order to get
credit for the pervious pavement they will have to wait until. the BMP document was
finalized hopefully
sometime in April.
On March 10, 2006 Tom Reeder and I discussed this project after Tom had received
1 of 2 6/6/2006 10:26 AM

Kitty Hawk Fire Department
an email from
the Town's manager, Gary McGee. Tom and I discussed the issues of the project and
with porous
pavements so that he could respond to Mr. McGee. I told Tom that I would make sure
and add
the porous pavement topic to our next stormwater group meeting.
Our stormwater group met on March 29, 2006 to discuss the BMP manual and many
things
about porous pavement were discussed and finalized and several were not. We hope to
iron
these issues out during our next meeting on May 31, 2006. In regards to the Town's
Fire Department
project I was able to get those issues worked out to where I would be comfortable
permitting
porous pavement under certain conditions for this project.
On April 12, 2006 I again spoke with Mr. Moretz over the phone to inform him that
the project
could propose porous pavement now simply as a means to conduit stormwater to
underground
infiltration trenchs or areas under the pavement where washed stone voids would be
used
to store and infiltrate stormwater. During this phone call I asked Mr. Moretz that
if he needed this
to be in the Express program then we would need to set up a submittal date, if he and
the
Town had time then they could save the money and submit in the "routine" review
program any
time they were ready. I had not heard from either the Town nor Mr. Moretz until May
22 when
Mr. Moretz called to see if we had received the new application package. The project
was received at WaRO on May 17, 2006 with a check for
$425 to be processed in the routine review program. It is currently in my stack to
be reviewed.
Scott Vinson
2 of 2 6/6/2006 10:26 AM

)hk
CAV
Y�
Moretz Engineering
Civil Design
Land Ranning
Municipal Studies
104 North Dilling Street
Kings Mountain, NC 28086
Telephone [phone]
FAX [phone]
email : [e-mail]
RECEIVED
APR 27 2006
DWQ
PEW #
LETTER OF TRANSMITTAL
Project. Kitty Hawk Fire Station Project #-. 41-04 Date: 4/26/2006
To: NCDENR
943 Washington Square Mail
Washington,NC 27889
Z
Attn: Scott Vinson
I
Cc:
Attached
Cover VIA
Hand Delivery
_
x Originals
—Separate
Correspondence
— Shop Dwgs
Prints
_
Specifications
Submittals
Submittals
_
— Addendum
Request
—Calculations
— Engineering Reports
—Pay
Contract
—Disk
Bid Documents
— Pictures
_
Resume
THE ITEMS BELOW ARE TRANSMITTED FOR YOUR ACTION AS NOTED:
_For Approval For Review & Comment _Approved as Submitted
x For Your Use ^_For Your Signature _Approved as Noted
—As Requested —Resubmitted for Approval —Returned for Corrections
104 North Dilling Street Kings Mountain, NC 28086 Telephone [phone]

R 1!
KITTY HAWK FIRE STATION
Pavement Section Stormwater Storage
APR 2 12006
®kJV-VIARO
AREA
DRAINAGE
TERRACELL
1" RAINFALL
* TERRACELL
** TERRACELL
*** TERRACELL
TOTAL
AREA
AREA
VOLUME
8 " THK. GRAVEL
12" THK SAND
12" THK GRAVEL
STORAGE
VOLUME
VOLUME
VOLUME
VOLUME
AC
AC
I CF
I CF
L CF
I CF I
CF
1
0.04
0.03
152.38
164.69
205.87
411.74
782.30
2
0.14
0.10
492.40
515.55
644.44
1288,88
2448.86
3
0.04
0.04
159.26
187.30
234.13
468.26
889.70
4
0.11
0.09
1 400.68
1 472.40
1 590.50 1
1181.00
2243.90
TOTAL
0.33
0.26
1204.73
1339.95
1674.93
3349.87
6364.75
USED 30% VOID SPACE REDUCED BY 40 % FOR CLOGGING
" USED 15% VOID SPACE
* * USED 30% VOID SPACE
STORAGE IN THE PAVEMENT SECTION IS 5.3 TIMES GREATER THEN THE VOLUME OF I" OF RAINFALL.
1
PAVEMENT SECTION CAN STORE 1" RAINFALL AND IS A SAND FILTER TO TREAT STORMWATER
BEFORE STORMWATER REACHES GROUND WATER. THE WATER TABLE IS ELEVATION 2. THE
LOWEST ELEVATION OF THE BOTTOM OF THE PAVEMENT SECTION IS ELEVATION 4.34 WHICH
PROVIDES A MINIMUM OF 2.34 FEET OF VERTICAL TREATMENT. THE DEPTH INCREASES AS
THE PARKING AREA SLOPE UP TO THE BUILDING.
r'aQQ�C E !0 -`
' SEA -
80 -
.• a
+Ylll •�� O� f!
RUCE � .,•''�
.+n +. yll•'l••�•
APR 26 20

KITTY HAWK FIRE STATION
Pavement Section Stormwater Storage
AREA
DRAINAGE
AREA
AC
TERRACELL
AREA
AC
1" RAINFALL
VOLUME
CF
. TERRACELL
8 " THK, GRAVEL
VOLUME
CF
** TERRACELL
12" THK SAND
VOLUME
CF
**-* TERRACELL
12" THK GRAVEL
VOLUME
CF
TOTAL
STORAGE
VOLUME
CF
1
0.04
0.03
152.38
164.69
205.87
411.74
782,30
2
0.14
0.10
492.40
515.55
644.44
1288.88
2448.86
3
0.04
0.04
159.26
187.30
234.13
468.26
889,70
4
0.11
0.09
1 400.68
1 472.40
590.50
1181.00
1 2243.90
TOTAL
0.33
0.26
1204.73
1339.95
1674.93
3349.87
6364.75
USED 30% VOID SPACE REDUCED BY 40 % FOR CLOGGING
USED 15% VOID SPACE
USED 30% VOID SPACE
STORAGE IN THE PAVEMENT SECTION IS 5.3 TIMES GREATER THEN THE VOLUME OF I" OF RAINFALL.
PAVEMENT SECTION CAN STORE I" RAINFALL AND IS A SAND FILTER TO TREAT STORMWATER
BEFORE STORMWATER REACHES GROUND WATER. THE WATER TABLE IS ELEVATION 2. THE
LOWEST ELEVATION OF THE BOTTOM OF THE PAVEMENT SECTION IS ELEVATION 4.34 WHICH
PROVIDES A MINIMUM OF 2.34 FEET OF VERTICAL TREATMENT. THE DEPTH INCREASES AS
THE PARKING AREA SLOPE UP TO THE BUILDING.
.� CARO��;
5EA
/y 80 r
BRuu� Mo
APR 26M

WASHED STONE A 1.5' CONCRETE
8" DEPTH 8 ' x20' TERRACELL GRID 140 BAY MARKERS
low -do N
BIAXIAL GEO-GRID
TERRA GRID B120
OR EQUAL
GEOFABRIC
SAND WASHED
12" DEPTH STONE
12" DEPTH
PAVEMENT SECTION A -A
SCALE-NTS
46 =

WASHED STONE 1.5' CONCRETE
8" DEPTH
8' x20' TERRACELL GRID 140 BAY MARKERS
-
(V
.°
BIAXIAL GEO—GRID
°
TERRA GRID B120
OR EQUAL
=<
E FABR1 G O C
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0 o
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PAVEMENT SECTION A-- A
A
SCALE-NTS
, gA1A...le rrr r/iII
ON CARp�
Q4Zs
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OQ'•
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.•
,,,,,,••`'"
PROJECT
"°"' Moretz Engineering
Town of Kitty Hawk Fire Dept.
SCALE NITSGW�
,A — Kitty Hawk. North Carolina
DATE APRIL 26, 2006
DESCRIPTION,
PROJ. NO. 41-04
d
° ••• °° Fm'°"s'm TERRACELL PAVEMENT SECTION A —A
..rbr :dam
SIFT OI OF 01:J

LO
.o
\ GRI 000 tt2�
o •
3207
E � R� E —` `E E E
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\ b FFE = 10.0 �� 6- FL
\ ` y pRop. a000 t
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FL
FFE = 10.0 1 r
.•:kN CARpl
G
L r 8024 ► 1 ° RCP 107,
s �' + „o•, PROJECT,
"'"� ECU D-kr "a TOWN OF CITY HAWK FIRE DEPT. . SCALE � ���
?�RUCE d 6 KITTY 4-EAM RC. DATE- APPL 26, 2006
w oo am
DESCRIPTION, PROJ. NO,l 41-04
U-M NC
E4 "... W ° T.W.FmTERRACELL AREAS
' .+,anc.u-ate SE-EEf 1 OF 1

Pill
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� D s F.,oy I # RCP 107• L I
i • POAT+SEAL SCALEh 30Ma8024 r
TOWN OF CITY HAWK FIRE DEPT.
q Y ti AA A KITTY NAM N C. DATE+ APRIL 26.2006
DESCRIPTION+
lG "F'Y -rm.e.nrctmee PROJ. NO., 41-04
`a TERRACELL AREAS
Ruc"° .ni� °rmr� SHEET I
aF I
{APR 2 6 M

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tolare)z
Moretz Engineering
Civil Design
Land Planning
Municipal Studies
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Kings Mountain, NC 28086
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4/3/2006
Striping Ian, grading, drainage, utility details
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Susan Kiser for AI Moretz,P.E.
Received by:
104 North Dilling Street Kings Mountain, NC 28086 Telephone [phone]

� �aF w a rFRQ�
�c
`o r
o -c
Michael F. Easley, Governor �,�—RO
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 28, 2005
,
Mr Ga McGee Tow n Mana er An t
Town of Kitty Hawk g % 1
101-Verteran's Memorial Drive
Kitty Hawk, NC 27949
Subject: Stormwater Permit No. SW7050926
Kitty Hawk Fire Station
High Density Project
Dare County
Dear Mr, McGee:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Kitty Hawk Fire Station on October 27, 2005. 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. SW7050926 dated October 28, 2005, for the construction of the subject
project.
This permit shall be effective from the date of issuance until October 28, 2015, 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 and in the
submitted application. 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 either Scott Vinson, or me at [phone].
inter ly,
H d�
Regional Supervisor
Surface Water Protection Section
AHlsav: C:ISTORMWATERIPERMIT1SW7050926
cc: Al B. Moretz, PE
Dare County Building Inspections
L-Aashington Regional Office
Central Files
Noo'LCal
Aalw-i
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
intemet: h2o,enr.statemc.us 943 Washington Square Mall, Washington, NC 27889 1-877.623-6748
An Equal opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

x
State Stormwater Management Systems
Permit No. SW7050926
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
Town of Kitty Hawk
Kitty Hawk Fire Station
Dare County
FOR THE
construction, operation and maintenance of eight sand filters 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.
This permit shall be effective from the date of issuance until October 28, 2015, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 on page 3 of this permit. The stormwater controls have been
designed to handle the runoff from 46,439 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 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 areas of this project
must be directed into the permitted stormwater control systems.
Page 2of8

State Stormwater Management Systems
Permit No, SW7050926
6. The following design criteria have been
provided in
the sand filters and must be
maintained at design condition:
SF# 1
SF# 2 SF# 3 SF# 4
SF# 5
a.
Drainage Area, acres:
0.337
0.143 0.0654 0.042
0.0786
b.
Total Impervious Surfaces, ft2:
14,673
6,225 2,850 1,830
3,425
C.
Design Storm, inches:
1
1 1 1-
1
d.
Sediment Chamber Area, ft2:
600
60 40 32
38
e.
Sand Chamber Area, ft2:
200
60 40 32
38
f.
Sediment Chamber Volume, ft3:
2,898
90 60 48
57
g.
Sand Chamber Volume, ft3:
966
90 60 48
57
h.
Top/Bypass Elevations, FMSL:
2.50
5.25. 7.00 5.00
5.25
i.
Invert Out Elevations, FMSL:
-1.50
3.00 4.50 2.75
3.00
j.
Receiving Stream/River Basin:
Kitty Hawk Bay / Pasquotank
k.
Stream Index Number:
30-19
I.
Classification of Water Body:
"SC"
7. The
following design criteria have been
provided in
the infiltration basins and must be
maintained at design condition:
SF# 6
SF# 7 SF# 8
a.
Drainage Area, acres:
0.144
0.0641 0.1924
b.
Total Impervious Surfaces, ft2:
6,262
2,794 8,380
C.
Design Storm, inches:
1
1 1
e.
Sediment Chamber Area, ft2:
74
30 75
i.
Sand Chamber Area, ft2:
74
30 75
j.
Sediment Chamber Volume, ft3:
111
45 112.5
k.
Sand Chamber Volume, ft3:
111
45 112.5
I.
Top/Bypass Elevations, FMSL:
6.50
5.35 4.50
i.
Invert Out Elevations, FMSL:
4.00
3.00 2.25
j.
Receiving Stream/River Basin:
Kitty Hawk
Bay 1 Pasquotank
k.
Stream Index Number:
30-19
I.
Classification of Water Body:
"SC"
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7050926
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety and operational
for its intended use prior to the construction of any built -upon surface. The sand filters
must not be allowed to receive stormwater during the construction phase unless the sand
and all the trapped sediment is to be replaced after the entire site is stabilized. The
sediment chamber must also be cleaned out back to design standards after the site is
stabilized.
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 times provide the operation and maintenance necessary to
assure the =aintenance
tted stormwater system functions at optimum efficiency. The approved
Operation Plans 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 revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow spreader,
catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
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. The facilities shall be constructed as shown on the approved plans. 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, 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.
7. if the stormwater systems were used as Erosion Control devices, they must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all
times.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7050926
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until October 28, 2016.
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.
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 formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, 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. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
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 143-215.6A to 143-215.6C.
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) having 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.
Page 5of8

State Stormwater Management Systems
Permit No. SV 7050926
t
5. 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.
6. 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.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 28th day of October, 2005.
NLan.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
AKlimek, ,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7050926
Kitty Hawk Fire Station
Stormwater Permit No. SV 7050926
Dare 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 7 of 8

State Stormwater Management Systems
Permit No. SW7050926
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 bypass structure .elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A 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. All required design depths are provided.
13. All required parts of the system are. provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Dare County Building Inspections
Page 8 of 8

OFFICE USE ONLY
Date Receive
Fee Paid
Permit NumberU(,
I
I I I zuuu
ypz ::d
�) W 2 Q E Lrn
DWQ_WARO State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STGRMWATER MANAGEMENT PERMIT APPLICATION FORM 01 r +
This form may be photocopied for use as an original a
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Town of Kitty Hawk
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Gary McGee, Town Manager
3. Mailing Address for person listed in item 2 above:
101 Veteran's Memorial Drive
City: Kitty Hawk State: NC Zip: 27949
Telephone Number: ( 252 ) 261 3552
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Kitty Hawk Fire Station
5. Location of Project (street address):
859 West Kitty Hawk Road
City: Kitty Hawk County: Dare
6. Directions to project (from nearest major intersection):
7. Latitude: 36.0688N Longitude: 75.70847W
8. Contact person who can answer questions about the project
Name: A, B. Mor e t z Telephone Number:
if. PERMIT INFORMATION:
L Specify whether project is (check one): X New Renewal
Form SVAJ-t01 Version 3.99 Page i of 4
of project
704 , 739 8309
Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X 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.
M. 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.
Stormwater treated by sand filters and additional sand filters.
2. Stormwater runoff from this project drains to the ___P a s g u o t a n k River basin.
3. Total Project Area: 1.92 acres 4. Project Built Upon Area: 4 5 . 16 ( 16 . 0 ) %
5. How many drainage areas does the project have? o n e
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 �inlfo1rmation �fffor each area provided In the same format as
below.
Yam-; ICJ ." S ^^ J- i L I , I 1 r� 4 , Y.�/ ]n J Pill,
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
Kitty Hawk Bay
Kitty Hawk Bay
Receiving Stream Class
SC
SC
Drainage Area
0. 3 31 A c t °i 1 °s
0.143 A c
Existing Impervious* Area
0
0
Proposed Impervious*Area
0.337 AC
0.143 A c
% Impervious* Area (total)
100
100
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
0.337 A c
0
On -site Streets
0
0
On -site Parking
0
0.138 A c
On -site Sidewalks
0
0.005 A c
Other on -site
0
0
Off -site
0
0
Total: 0. 3 3 7 A c
Total: 0.143 AC
Impervious area is defined as the built upon area including, but nor limited to. buildings, roads, parking areas,
sidewalks, gravel arras, etc. Co �e5.
Form SWU-101 Version 3.99 rage 2 of 4�

A rock

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number 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 �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877.623-6748.
M. PROTECT 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. Stormwater runoff from this project drains to the
3. Total Project Area: acres
5. How many drainage areas does the project have?.
River basin.
4. Project Built Upon Area: %
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.
Basin Information
Drainage Area' 3
Drainage Area '� 4
Receiving Stream Name
Kitty Hawk Bay
Kitty Hawk Bay
Receiving Stream Class
SC
SC
Drainage Area
0 .0 6 5 4 c
0. 0 4 2,/A c
Existing Impervious' Area
Q
Proposed Impervious'Area
0. 54 AC
0.042 A c
%Impervious* Area (total)
100
100
Impervious* Surface Area
Drainage Area
Drainage Area
On -site Buildings
0
0
On -site Streets
0
0 1/1
On -site Parking
0. 04 13 A C
0.0 2 A c
On -site Sidewalks
0. 0 2 AC
0.628 AC
Other on -site
0
0
Off -site
0
0
Total: .0654 AC
Total:/0.042 AC
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Fmn SWU-101 Vcrsion 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 number 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 �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 project.
2. Stormwater runoff from this project drains to the
3. Total Project Area:
acres 4. Project Built Upon Area:
5. How many drainage areas does the project have?
River basin.
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.
(h "J-' t�\J (Ji31D1,
Basin Information
Drainage Area 5
Drainage Area.' 6
Receiving Stream Name
Kitty Hawk Bay
Kitty Hawk Bay
Receiving Stream Class
SC
SC
Drainage Area
0.0786 AC
0.144 Ac
Existing Impervious+ Area
0
0
Proposed Impervious' Area
0.0786 Ac
0.144 AC
% Impervious' Area (total)
100
100
Impervious* Surface Area
Drainage Area 5
Drainage Area 6
On -site Buildings
0
0
On -site Streets
0
0
On -site Parking
0.0683 Ac
0.1087 Ac
On -site Sidewalks
0.0103 Ac
0.0353 AC
Other on -site
0
0
Off -site
0
0
Total: 0.0786 Ac
Total: 0.144 Ac
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas.
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit. list the
existing permit number 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 T404/401 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 wili be treated. Also attach a detailed narrative
(one to two pages).describing stormwater management for the project.
2. Stormwater runoff from this project drains to the River basin.
3. Total Project Area: acres 4. Project Built Upon Area: %
5. How many drainage areas does the project have?
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, 1
m ool t' t4 �1t 31 x i -W'J i-'wK fie.(, sa "+l�6-6,
Basin Information
Drainage Area' i
rainage Area , 8
Receiving Stream Name
Kitty Hawk Bay
Kitty HawkBa
Receiving Stream Class
SC
SC
Drainage Area
0.0641 Ac
0.1924 Ac
Existing Impervious' Area
0
Proposed Impervious`Area
0.0641 Ac
0.1924 AC
%Impervious' Area (total)
100
100
Impervious' Surface Area
Drainage Area 7
Drainage Area
On -site Buildings
0
0
On -site Streets
0
0
On -site Parking
0.0558 Ac
0.1924 r
On -site Sidewalks
0.0083 Ac
Other on -site
0
0
Off -site
0
0
Total: 0.0641 Ac
Total: 0.1924 AC
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Fwrn SWU-101 Version 3.99 Page 2 of 4

Flow was the off -site impervious area listed above derived?
_C-am p-uJer C a m n I_ Via. i_ _t n t_ i n n s of P-r-apcs e d—B- i-1-d-i—n-g
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.
1. 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.
Z. No more than square feet 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 hiture development shall he directed into the permitted storm water control
system. These connections to the stormwater control system shall be performed 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 nun 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 stortwater management permit supplement forms) 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 L1.F.✓� •- —
• 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 an plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
V11 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): A. B. Mo r e t z P. E. —Mo r e t z E n g i n e e r i n
MallingAddress: 104 N. Dilling Street
City:Kinas Mountain State: NC Zip: 28Q86
Phone: ( 704 ) 739 8309 Fax; ( 704 ) 739 4265
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) y C7 (It" MCG Gam, . TO a n a g e r
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 covenant ill be recorded, and that the roposed project complies with the requirements of 15A
NCAC 2H .1000.
G f
Slgnature: Date:
Form SWU-101 Version 3,99 Page 4 of 4

Permit No. � Zo370'F.Z 4
(To be provided by DWQ)
State of North Carolina
Department of Enivronment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
SAND FILTER SUPPLEMENT
(This form created by Quible & Associates, N.C.)
I. PROJECT INFORMATION
Project Name; Kitty Ha-.& F Lre Station
Contact Person: A. B. M o r e t 2 Phone Number: 7 0 4 739 8309
This Worksheet Applies to: Sand Filter No. 3 in Drainage Area 0.065
(from Form 5 W U- i 01)
H. DESIGN INFORMATION - Attach supporting calculations/documentation.
Sand Filter Design Parameters
Drainage Area 0.065 Ac.
Sediment Chamber Area Req'd. 2 3. 5 5 sq. ft. �--
Sediment Chamber Vol. Req'd. 35.33 c.f.
Sand Filter Area Required 2 3 .5 5 sq. ft. ``
Sand Filter Volume Required 35. 33 c.f Pj? Uwe
Sediment Chamber Dimensions
Surface Area Provided 40 ft. x 1 ft. = 40 sq. ft.
Depth 1.5 ft.
Volume Provided 60 e ft.
Sand Filter Dimensions
Surface Area Provided 40 ft. x 1 ft. = 40 sq. ft.
Depth 1.5 ft.
Volume Provided 60 c ft.
Page 1 of 4

Ill. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater 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 that the following design requirements have been met and
supporting documentation is attached. If the applicant has designated an agent in the Stormwater
Management Permit Application Form, the agent may initial below. Attach justification if
requirement has not been met.
Applicant', Initials
a. Drainage area for the device is less than 5 acres.
b. System is located 50 feet from class SA waters and 30 feet from other surface
waters.
c. System is located at least 100 feet from water supply wells.
;djff, r? d. System is sized to take into account the runoff at the ultimate build -out
potential from all surfaces draining to the system, including any off -site drainage,
p e. Vegetated filter is provided for overflow (Required minimum length is 50 feet
for SA waters, 30 feet for other waters).
f. A benchmark is provided to determine the sediment accumulation in the
pretreatment device. PF6
g. Runoff in excess of the design capacity bypasses off-line systems.
h. Sedimentation chamber and sand filter are both at least 18" deep.
i. Sedimentation chamber surface area at least 360 sf/Ac.
j. Sedimentation chamber volume at least 540 cf/Ac.
k. Sand filter surface area at least 360 sf/Ac.
!� 1. Sand filter volume at least 540 cflAc.
_ m. Plans ensure that the installed system will meet design specifications
(constructed or restored) upon initial operation once the project is complete and
the entire drainage area is stabilized.
Page 2 44

IV. SAND FILTER OPERATION AND MAINTENANCE AGREEMENT
After every runoff producing rainfall event and at least monthly inspect the collection
system and sand filter for trash accumulation, silt accumulation, and general condition.
2. Repair eroded areas within drainage area immediately and re -seed as necessary to maintain
adequate vegetative cover.
3. After every rainfall producing event and at least monthly inspect the bypass, inflow and
overflow structures for blockage and deterioration. Remove any blockage and repair the
structure to approved design specifications.
4. Remove accumulated sediment from the sedimentation chamber when the depth in the
chamber is reduced to 75% of the original design depth. If sand filter sedimentation
chamber is an earthen chamber, the system shall be restored to original design depth
without over -excavating and re -seeded to establish a consistent vegetative cover in the
bottom of the chamber. 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 stormwater treatment device or stream, etc.).
A benchmark shall be established in the sedimentation chamber. The benchmark will
document the original design depth so that accurate sediment accumulation readings can
be taken. The measuring device used to determine the depth at the benchmark shall be
such that it will give an accurate depth reading and not readily penetrate into accumulated
sediments.
When the design depth reads 0. 5 feet in the sedimentation chamber, the sediment
shall be removed from both the pretreatment unit and the infiltration basin.
5, At least once a year the sand filter must be inspected after a storm to determine if the filter
bed is passing runoff as expected. When storms of approximately one inch are no longer
passing through the filter within 24 hours, the top two to three inches of sand (discolored
sand) must be removed and replaced with clean sand. The sand which is removed shall be
de -watered and subsequently landfilled. Removed sand shall not be handled in a manner
that will adversely impact water quality (i.e. stockpiling near a stormwater treatment
device or stream, etc.).
6. If the Division determines that the system is failing, the system will immediately be
repaired to original design specifications. If the system cannot be repaired to perform its
design function, other stormwater control devices as allowed by NCAC 2I-I .1000 must be
designed, approved, and constructed.
Page 3 of 4

Permit No. j 617o s-c� -24>
(To be provided by DWQ)
State of North Carolina
Department of Enivronment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
SAND FILTER SUPPLEMENT
(This form created by Quible & Assoc:iates, P.C.)
I. PROJECT INFORMATION
Project Name: KITTY HAWK FIRE STATION
Contact Person: A . H . MORETZ
This Worksheet Applies to: Sand Filter No
0
Phone Number: 704-739-8309
in Drainage Area 0.042
(From Form SWU-IQI )
Ii. DESIGN INFORMATION - Attach supporting calculations/documentation.
Sand Filter Design Parameters
Drainage Area 0.042 Ac.
Sediment Chamber Area Req'd, 15. 1 2 sq. ft.
Sediment Chamber Vol. Req' d. 2 2 _fig CT
Sand Filter Area Required 15.12 sq. ft.
Sand Filter Volume Required 22.69 c.f
Sediment Chamber Dimensions
Surface Area Provided 64 ft, x
Depth 1.5 ft.
Volume Provided 48 ft.
Sand Filter Dimensions
Surface Area Provided 64 ft. x
Depth 1.5 ft.
Volume Provided 48 ft.
0.5 ft. = 32 sq. ft.
0.5 ft. = 32 sq. ft.
Page 4 of 4

Ill. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater 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 that the following design requirements have been met and
supporting documentation is attached. if the applicant has designated an agent in the Stormwater
Management Permit Application Form, the agent may initial below. Attach justification if
requirement has not been met.
Applicant's Initials
a. Drainage area for the device is less than 5 acres.
b. System is located 50 feet from class SA waters and 30 feet from other surface
waters.
c. System is located at least 100 feet from water supply wells.
d. System is sized to take into account the runoff at the ultimate build -out
potential from all surfaces draining to the system, including any off -site drainage.
e. Vegetated filter is provided for overflow (Required minimum length is 50 feet
for SA waters, 30 feet for other waters).
f A benchmark is provided to determine the sediment accumulation in the
pretreatment device. r—F46F
g. Runoff in excess of the design capacity bypasses off-line systems.
- 2 h. Sedimentation chamber and sand filter are both at least 18" deep.
A;P[12 i. Sedimentation chamber surface area at least 360 sf1Ac.
j. Sedimentation chamber volume at least 540 cf/Ac.
ff} k. Sand filter surface area at least 360 sf1Ac.
1. Sand filter volume at least 540 cf/Ac.
m. Plans ensure that the installed system will meet design specifications
(constructed or restored) upon initial operation once the project is complete and
the entire drainage area is stabilized.
Page 2 of 4

IV. SAND FILTER OPERATION AND MAINTENANCE AGREEMENT
After every runoff producing rainfall event and at least monthly inspect the collection
system and sand filter for trash accumulation, silt accumulation, and general condition.
2. Repair eroded areas within drainage area immediately and re -seed as necessary to maintain
adequate vegetative cover.
3. After every rainfall producing event and at least monthly inspect the bypass, inflow and
overflow structures for blockage and deterioration. Remove any blockage and repair the
structure to approved design specifications.
4. Remove accumulated sediment from the sedimentation chamber when the depth in the
chamber is reduced to 75% of the original design depth. If sand filter sedimentation
chamber is an earthen chamber, the system shall be restored to original design depth
without over -excavating and re -seeded to establish a consistent vegetative cover in the
bottom of the chamber. 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 stormwater treatment device or stream, etc.).
A benchmark shall be established in the sedimentation chamber. The benchmark will
document the original design depth so that accurate sediment accumulation readings can
be taken. The measuring device used to determine the depth at the benchmark shall be
such that it will give an accurate depth reading and not readily penetrate into accumulated
sediments.
When the design depth reads 0 .5 feet in the sedimentation chamber, the sediment
shall be removed from both the pretreatment unit and the infiltration basin.
5, At least once a year the sand filter must be inspected after a storm to determine if the filter
bed is passing runoff as expected. When storms of approximately one inch are no longer
passing through the filter within 24 hours, the top two to three inches of sand (discolored
sand) must be removed and replaced with clean sand. The sand which is removed shall be
de -watered and subsequently landfilled. Removed sand shall not be handled in a manner
that will adversely impact water quality (Ve. stockpiling near a stormwater treatment
device or stream, etc.).
6. If the Division determines that the system is failing, the system will immediately be
repaired to original design specifications. If the system cannot be repaired to perform its
design function, other stormwater control devices as allowed by NCAC 2H .1000 must be
designed, approved, and constructed.
Page 3 of

Permit No. 5i; / 70. 0 2, 6
(To be provided by DWQ)
State of North Carolina
Department of Enivronment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
SAND FILTER SUPPLEMENT
( lis Form ereated by Quible & Amociatea, P.C.)
I. PROJECT INFORMATION
Project Name: KITTY HAWK FIRE STATION
Contact Person: A. B . MORETZ
This Worksheet Applies to- Sand Filter No.
9
Phone Number: 7 0 4- 7 3 9- 8 3 09
in Drainage Area 0.0786
(From Form S W U- 10 l)
II. DESIGN INFORMATION - Attach supporting calculations/documentation.
Sand Filter Design Parameters
Drainage Area 0.0786 Ac.
Sediment Chamber Area Req'd. 2 F3, 31 sq. ft.
Sediment Chamber Vol. Req'd. 42 46 c.f.
Sand Filter Area Required __8 , 31 _ sq. ft.
Sand Filter Volume Required 42.46 C.f.
Sediment Chamber Dimensions
Surface Area Provided
Depth
Volume Provided
Sand Filter Dimensions
Surface Area Provided
Depth
Volume Provided
38 ft. x 1 ft. _ _3 $_ sq. ft.
57 c ft.
38 ft. x 1 ft. = 38 sq. ft.
1.5 ft.
57 c ft.
Pagc 1 of'4

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater 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 that the following design requirements have been met and
supporting documentation is attached. If the applicant has designated an agent in the Stormwater
Management Permit Application Form, the agent may initial below. Attach justification if
requirement has not been met.
Applicant's Initials
MW a. Drainage area for the device is less than 5 acres.
b. System is located 50 feet from class SA waters and 30 feet from other surface
waters.
? c. System is located at least 100 feet from water supply wells.
d. System is sized to take into account the runoff at the ultimate build -out
potential from all surfaces draining to the system, including any off -site drainage.
_ e. Vegetated filter is provided for overflow (Required minimum length is 50 feet
for SA waters, 30 feet for other waters).
f. A benchmark is provided to determine the sediment accumulation in the
pretreatment device.
g. Runoff in excess o the design capacity bypasses off-line systems.
h. Sedimentation chamber and sand filter are both at least 18" deep.
i. Sedimentation chamber surface area at least 360 sf1Ac.
j. Sedimentation chamber volume at least 540 cf/Ac.
k. Sand filter surface area at least 360 sf/Ac.
1. Sand filter volume at least 540 cf/Ac.
m. Plans ensure that the installed system will meet design specifications
(constructed or restored) upon initial operation once the project is complete and
the entire drainage area is stabilized.
Page 2 of 4

W. SAND FILTER OPERATION AND MAINTENANCE AGREEMENT
After every runoff producing rainfall event and at least monthly inspect the collection
system and sand filter for trash accumulation, silt accumulation, and general condition.
2. Repair eroded areas within drainage area immediately and re -seed as necessary to maintain
adequate vegetative cover.
After every rainfall producing event and at least monthly inspect the bypass, inflow and
overflow structures for blockage and deterioration. Remove any blockage and repair the
structure to approved design specifications.
4. Remove accumulated sediment from the sedimentation chamber when the depth in the
chamber is reduced to 75% of the original design depth. If sand filter sedimentation
chamber is an earthen chamber, the system shall be restored to original design depth
without over -excavating and re -seeded to establish a consistent vegetative cover in the
bottom of the chamber. 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 stormwater treatment device or stream, etc.).
A benchmark shall be established in the sedimentation chamber. The benchmark will
document the original design depth so that accurate sediment accumulation readings can
be taken. The measuring device used to determine the depth at the benchmark shall be
such that it will give an accurate depth reading and not readily penetrate into accumulated
sediments.
When the design depth reads 0. 5 feet in the sedimentation chamber, the sediment
shall be removed from bath the pretreatment unit and the infiltration basin.
At least once a year the sand filter must be inspected after a storm to determine if the filter
bed is passing runoff as expected. When storms of approximately one inch are no longer
passing through the filter within 24 hours, the top two to three inches of sand (discolored
sand) must be removed and replaced with clean sand. The sand which is removed shall be
de -watered and subsequently landfilled. Removed sand shall not be handled in a manner
that will adversely impact water quality (i.e. stockpiling near a stormwater treatment
device or stream, etc.).
6. if the Division determines that the system is failing, the system will immediately be
repaired to original design specifications. if the system cannot be repaired to perform its
design function, other stormwater control devices as allowed by NCAC 21-I .1000 must be
designed, approved, and constructed.
Page 3 of 4

Permit No.
(To be provided by DWQ)
State of North Carolina
Department of Enivronment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
SAND FILTER SUPPLEMENT
(This firm created by Quible & Associates, P.C.)
I. PROJECT INFORMATION
Project Name: KITTY HAWK FIRE STATION
Contact Person: A . B . MQRETZ
This Worksheet Applies to: Sand Filter No.
Phone Number: 704-739-8309
in Drainage Area 0. 1437
(from Form SW U- 10 l)
111. DESIGN INFORMATION - Attach supporting calculations/documentation.
Sand Filter Design Parameters
Drainage Area 0.1437 Ac.
I
Sediment Chamber AreaReq'd. 51.75 sq. ft.
Sediment Chamber Vol. Req'd. 77. 63 CT
Sand Filter Area Required 51 75 sq. ft.
Sand Filter Volume Required 77.63 c.f.
Sediment Chamber Dimensions
Surface Area Provided 74 ft. x 1 fl. = 74 sq. ft.
Depth 1.5 ft.
Volume Provided �l_1_1 r ft-
Sand Filter Dimensions
Surface Area Provided _ 7-A-. - _ f1. x --I ft. _ __7_4sq. ft.
Depth 1.5 ft.
Volume Provided I I i C, ft.
Page I of 4

I.H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater 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 that the following design requirements have been met and
supporting documentation is attached. If the applicant has designated an agent in the Stormwater
Management Permit Application Form, the agent may initial below. Attach justification if
requirement has not been met.
Applicant's Initials
a. Drainage area for the device is less than 5 acres.
b. System is located 50 feet from class SA waters and 30 feet from other surface
waters.
c. System is located at least 100 feet from water supply wells.
1' d. System is sized to take into account the runoff at the ultimate build -out
potential from all surfaces draining to the system, including any off -site drainage.
e. Vegetated filter is provided for overflow (Required minimum length is 50 feet
for SA waters, 30 feet for other waters).
ASO') f A benchmark is provided to determine the sediment accumulation in the
pretreatment device.
g. Runoff' in excess of the design capacity bypasses off-line systems.
h. Sedimentation chamber and sand filter are both at least 18" deep.
i. Sedimentation chamber surface area at least 360 sf/Ac.
j. Sedimentation chamber volume at least 540 cf/Ac.
k. Sand filter surface area at least 360 sf1Ac.
1, Sand filter volume at least 540 cf/Ac.
m. Plans ensure that the installed system will meet design specifications
(constructed or restored) upon initial operation once the project is complete and
the entire drainage area is stabilized.
Page 2 of 4

IV. SAND FILTER OPERATION AND MAINTENANCE AGREEMENT
1, After every runoff producing rainfall event and at least monthly inspect the collection
system and sand filter for trash accumulation, silt accumulation, and general condition.
2. Repair eroded areas within drainage area immediately and re -seed as necessary to maintain
adequate vegetative cover.
3. After every rainfall producing event and at least monthly inspect the bypass, inflow and
overflow structures for blockage and deterioration. Remove any blockage and repair the
structure to approved design specifications.
4. Remove accumulated sediment from the sedimentation chamber when the depth in the
chamber is reduced to 75% of the original design depth. If sand filter sedimentation
chamber is an earthen chamber, the system shall be restored to original design depth
without over -excavating and re -seeded to establish a consistent vegetative cover in the
bottom of the chamber. 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 stormwater treatment device or stream, etc,).
A benchmark shall be established in the sedimentation chamber. The benchmark will
document the original design depth so that accurate sediment accumulation readings can
be taken. The measuring device used to determine the depth at the benchmark shall be
such that it will give an accurate depth reading and not readily penetrate into accumulated
sediments.
When the design depth reads 0. 5 feet in the sedimentation chamber, the sediment
shall be removed from both the pretreatment unit and the infiltration basin.
5. At least once a year the sand filter must be inspected after a storm to determine if the filter
bed is passing runoff as expected. When storms of approximately one inch are no longer
passing through the filter within 24 hours, the top two to three inches of sand (discolored
sand) must be removed and replaced with clean sand. The sand which is removed shall be
de -watered and subsequently landfilled. Removed sand shall not be handled in a manner
that will adversely impact water quality (i.e. stockpiling near a stormwater treatment
device or stream, etc.).
b. if the Division determines that the system is failing, the system will immediately be
repaired to original design specifications. if the system cannot be repaired to perform its
design function, other stormwater control devices as allowed by NCAC 21-1 .1000 must be
designed, approved, and constructed.
Page 3 of 4

Permit No. -5tj 7co-0 j —&
(To be provided by DWQ)
State of North Carolina
Department of Enivronment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
SAND FILTER SUPPLEMENT
(This form created by Quible & Associates, P.C.)
I. PROJECT INFORMATION
Project Name: KITTY HAWK FIRE STATION
Contact Person: A . B . MORETZ Phone Number: 704-739-8309
This Worksheet Applies to: Sand Filter No. 7 in Drainage Area 0.064
(from Form SWU-141)
Ii. DESIGN INFORMATION - Attach supporting calculations/documentation.
Sand Filter Design Parameters
Drainage Area 0.064 Ac.
Sediment Chamber Area Req'd. 23.09 sq. ft.
Sediment Chamber Vol, Req'd. 34.64 c.f.
Sand Filter Area Required 23.09 sq. ft.
Sand Filter Volume Required 34.64 c.f.
Sediment Chamber Dimensions
Surface Area Provided _3_0_-_ _ ft. x 1 ft. _ _3o sq. ft.
Depth 1.5 ft.
Volume Provided 45 c ft.
Sand Filter Dimensions
Surface Area Provided 30 ft, x 1 ft. = 30 sq. ft.
Depth 1.5 fl.
Volume Provided 45 c ft.
Page I of 4

Lll. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater 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 that the following design requirements have been met and
supporting documentation is attached. If the applicant has designated an agent in the Stormwater
Management Permit Application Form, the agent may initial below. Attach justification if
requirement has not'been met.
MAppl'cant's Initials
a. Drainage area for the device is less than 5 acres.
;� b. System is located 50 feet from class SA waters and 30 feet from other surface
waters.
c, System is located at least 100 feet from water supply wells.
d. System is sized to take into account the runoff at the ultimate build -out
potential from all surfaces draining to the system, including any off -site drainage.
e. Vegetated filter is provided for overflow (Required minimum length is 50 feet
�y for SA waters, 30 feet for other waters).
f. A benchmark is provided to determine the sediment accumulation in the
pretreatment device.���`�
g. Runoff in excess of the design capacity bypasses off -fine systems.
h. Sedimentation chamber and sand filter are both at least 18" deep.
L� i. Sedimentation chamber surface area at least 360 sflAc.
j. Sedimentation chamber volume at least 540 cf/Ac.
k. Sand filter surface area at least 360 sf/Ac.
I. Sand filter volume at least 540 cf/Ac.
m. Plans ensure that the installed system will meet design specifications
(constructed or restored) upon initial operation once the project is complete and
the entire drainage area is stabilized.
Page 2 of 4

IV. SAND FILTER OPERATION AND MAINTENANCE AGREEMENT
After every runoff producing rainfall event and at least monthly inspect the collection
system and sand filter for trash accumulation, silt accumulation, and general condition.
1 Repair eroded areas within drainage area immediately and re -seed as necessary to maintain
adequate vegetative cover.
3, After every rainfall producing event and at least monthly inspect the bypass, inflow and
overflow structures for blockage and deterioration. Remove any blockage and repair the
structure to approved design specifications.
4. Remove accumulated sediment from the sedimentation chamber when the depth in the
chamber is reduced to 75% of the original design depth. If sand filter sedimentation
chamber is an earthen chamber, the system shall be restored to original design depth
without over -excavating and re -seeded to establish a consistent vegetative cover in the
bottom of the chamber. 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 stormwater treatment device or stream, etc.).
A benchmark shall be established in the sedimentation chamber. The benchmark will
document the original design depth so that accurate sediment accumulation readings can
be taken. The measuring device used to determine the depth at the benchmark shall be
such that it will give an accurate depth reading and not readily penetrate into accumulated
sediments.
When the design depth reads 0. 5 feet in the sedimentation chamber, the sediment
shall be removed from both the pretreatment unit and the infiltration basin.
5. At least once a year the sand filter must be inspected after a storm to determine if the filter
bed is passing runoff as expected. When storms of approximately one inch are no longer
passing through the filter within 24 hours, the top two to three inches of sand (discolored
sand) must be removed and replaced with clean sand. The sand which is removed shall be
de -watered and subsequently landfilled. Removed sand shall not be handled in a manner
that will adversely impact water quality (i.e. stockpiling near a stormwater treatment
device or stream, etc.).
6. If the Division determines that the system is failing, the system will immediately be
repaired to original design specifications. If the system cannot be repaired to perform its
design function, other stormwater control devices as allowed by NCAC 2H .1000 must be
designed, approved, and constructed.
Page 3 of 4

Kittv Hawk FD
Subject: Kitty Hawk FD
From: Fred hill <[e-mail]>
Date: Tue, 25 Oct 2005 14.18:08 -0400
To: Scott Vinson <scott. vinson@ncmail. net>
CC: TJ Ketterman <[e-mail]>
Scott,
Thanks for discussing the Kitty Hawk Fire Department's plans for their new building
and innovative stormwater management plans_ One aspect of interest is their
proposal to utilize catchment basins to collect rainwater runoff from the building
roof, allow it to gravity flow through sand filters, then to pump that water through
separate building piping to provide water service to their commodes and urinals. We
and Dare County water department, as well as the County Inspections Department, will
be particularly concerned with their intention to directly interconnect a two (2)
inch potable water service line into the pressurized side of this re -use water line
in order to supplement insufficient quantities during dry weather or following
mechanical problems. As we discussed, at the very least the potable water supply
line should be equipped with a reduced pressure zone (RPZ) backflow prevention
device, and preferably the make-up water should be piped to the catchment tank with
an over -the -rim air gap at least twice the diameter of the supply piping.
TJ Ketterman, Dare County's Water Distribution Superintendent can be reached at
252.475.5783, and may be interested in discussing this further.
Again, thanks
Fred
I of 1 10/27/2005 3:03 PM

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k The Storrnwater,.System for the Kitty Hawk Fire' Staticin is`as follows �r ,.i ,,�. ;' r , L, T .
+., t y 11' <f a 1 +'' -}:} .,+ {.. 1.' }i i , ra. , • ti- {� t - d F. ,
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'1 '.Roof runoff will beeollected in three (3) eight. thousand_.gallon,'sediment'tankseand then � � "`
' ` 1 ,flow to0an!.ei lit thousand -.gallon; sand f I "r. The storm-.' from`the sand filterswill be :
,Pumped to a b a er tan ' 1n t e building•for reuse an'the toilets=and to fillIthe fire,trucks.'" ,,-I
y /eY,°,:.� - The overflow° from the sand.filter;discharges to the roadway drain:: - x; c`k;{. ; . i . "a-
,a - 2 r 'Stormwater,disc-Mrge froth the parking,lots,_driveways. -and-entrancerand exif,to/fromjthe .`
:JA, I' ; " truck bays will . -be captured in ��J' J - h' drains .The' trencli -drains , discharge E into the -
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` t '..' _ sediment'traps.•-The stormwatersheet flows into; the sand fltersi'and treated',stbrmwater,�`i ',
�""',,":Ir, r' discharges,to the roadway.ditches • '''r` _ 11'_ , .. ' , 5 ;. t ',
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KITTY HAWK FIRE STATION
SAND FILTER DESIGN
Sediment Chamber (Area 1 - Building)
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 14,673 sf(building area)
Volume = 181.90 cf ✓
Depth = 18 inches
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 121.26 sf /
PROVIDED
Use 8000 gal tank: —Su- ace Area = 10' x 20' = 200 sf'-
Volume = 200 sf x 4.83' = 966 cf
CARO��''-,
SEAL_
802 0
RECEIVED
OCT 1 12005
OWQ-WARO
This building area discharges into threei(3)j8000,galisedi man nt chambers therefore the ,total! _surlace�
area is 64D,;sf and the volume is 2898 cf� S a 4` s 4&- �-'I, 'VD
Sand Filter Chamber (Area 1--Building) Sty r ALL (36''t, Mg,r�,a'
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 14,673 sf(building area)
Volume = 181.90 cf
Depth = 18 inches of sand particles less than 2mm average diameter
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 121.26 sf
PROVIDED
Use 8000 gal tank:__ Surface Area = 10' x 20' = 200 sf (OK)�
Volume = 200 sf x 4.83' = 966 cf (OK)
o�..e. ., k -Pw -Yc, . J Clv -.
Moretz Engineering
104 N. Dilling Street
Kings Mountain, NC 28086
Kitty Hawk Fire Station
PN 41-04
10-05-05
Telephone [phone]
Fax [phone]
email [e-mail]
1 of 8

l iL
off; l
I

Sediment Chamber (Area 2 - Mid4et Rd. Bay Entrance)
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 6225-s1 (Midget Rd Bay Entrance) (0,1 M S")
Volume = 77.11 cf
Depth = 18 inches
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 51.45 sf
PROVIDED
(Surface Area = 30_x Y = 60 sf O l
_
LVolume = 60 sf x 1-.5' = 90 cf (OK)
Sand Filter Chamber Area 2 - Midget Rd. Bay Entrance
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x &225V (Midget Rd Bay Entrance) edr��
Volume = 77.17 cf
Depth = 18 inches of sand particles less than 2mm average diameter
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 51.45 sf
PROVIDED
FPurface Area = 30' x 2' = 60 sf (OK)_____-]
Telephone [phone]
Moretz Engineering Kitty Hawk Fire Station Fax [phone]
104 N. Dilling Street PN 41-04 email [e-mail]
Kings Mountain, NC 28086 10-05-05 2 of 8

r-

Sediment Chamber Area 3 - East End of the Southern Parkin Area
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 2850 sf
Volume = 35.33 cf
Depth = 18 inches
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 23.55 sf
PROVIDED
Surface Area = 40' x 1'T='40 sf (OK}_' ✓�'
,Volume = 40 sf x 1.5' = 60 cf.((jK)___
RECEIVED
OCT 2 7 2005
DWQ
PROJ #
Sand Filter Chamber (Area 3 - East End of the Southern Parking Area)
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 2850 sf
Volume = 35.33 cf
Depth = 18 inches of sand particles less than 27verage diameter
Surface Area = 360 sf+ per Acre of Drainage //
Surface Area = 23.55 sf
PROVIDED
Surface Area = 40' x 1' = 40 sf {OK) _-_� /
rYVolume = 40 sf x 1.5T -60 cf OK --------- —'
Kitty Hawk Fire Station Telephone [phone]
Moretz Engineering PN 41-04 Fax [phone]
104 N. Dilling Street REVISED email [e-mail]
Kings Mountain, NC 28086 10-26-05 3 of 8

Sediment Chamber (Area 4 - West End of the Southern Parking Area)
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 1830 sf
Volume = 22.69 cf
Depth = 18 inches
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 15.12 sf ✓
PROVIDED
Surface Area=64'x0.5'=32sf O
Volume = 32 sf x 1.5' = 48 cf (OK)
Sand Filter Chamber (Area 4 - West End of the Southern Parking Area)
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 1830 sf
Volume = 22.69 cf ✓
Depth = 18 inches of sand particles less than 2mm average diameter
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 15.12 sf q
PROVIDED
Surface Area = 64' x 0.5' = 32 sf O
Volume = 32 sf x f .5`= 48 cf (O _
1,
Telephone [phone]
Moretz Engineering Kitty Hawk Fire Station Fax [phone]
104 N. Dilling Street PN 41-04 email [e-mail]
Kings Mountain, NC 28086 10-05-05 4 of 8

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Sediment Chamber Area 5 - Midget Rd. Parking Entrance
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 3425 sf
Volume = 42.46 cf
Depth = 18 inches
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 28.31 sf
PROVIDED
Surface Area = 38' x 1' = 38 sf (M i
Volume = 38 sf x 1.5' = 57 if 0 _
Sand Filter Chamber (Area 5 - Midget Rd. Parking Entrance)
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 3425 sf
Volume = 42.46 cf
Depth = 18 inches of sand particles less than 2mm average diameter
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 28.31 sf
PROVIDED
LSurface Area = 38' x 1' = 38 sf R
lVolume = 38 sf x 1 5= 57 cf (OK)
Kitty Hawk Fire Station Telephone [phone]
Moretz Engineering PN 41-04 Fax [phone]
104 N. Dilling Street REVISED email [e-mail]
Kings Mountain, NC 28086 10-26-05 5 of 8

t_ !, It.S.�•I1 +1 �, .. _ter' ;'r ..
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ia�. i.,• Y 1 •,i iC. .1 - +1��y1�_-.�1 t r �• -.i JY.' , .r. _

Sediment Chamber (Area 6 - East Parking Area)
REQUIRED
Volume = 540 cf per Acre of Drainage Area o 11�3� s �•)
Volume = 540 cf x 6262 sf (o, I q4 u) ^
Volume = 77.63 cf
Depth = 18 inches
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 51.75 sf
PROVIDED
Surface Area = 74'
LVolume=74sfx1.5'= Ill _cf@
Sand Filter Chamber (Area 6 - East Parking Area)
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 6262 sf
Volume = 77.63 cf
Depth = 18 inches of sand particles less than 2mm average diameter
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 51.75 sf
PROVIDED
F urface Area = 74' x 1'W= 74 sf {QK}__
Volume = 74 sf x 1.5' = 111_cf (OK)��_ _
Telephone [phone]
Moretz Engineering Kitty Hawk Fire Station Fax [phone]
104 N. Dilling Street PN 41-04 email [e-mail]
Kings Mountain, NC 28086 10-05-05 6 of 8

1
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Sediment Chamber (Area 7 - West Kitty Hawk Rd _Parking Entrance
REQUIRED
Volume = 540 cf per Acre of Drainage Are
Volume = 540 cf x 2794 sf
Volume = 34.64 cf
Depth = 18 inches
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 23.09 sf ✓
PROVIDED
Volume = 30 sF x 1.5__ 45 cf (OK)
Sand Filter Chamber „(Area „7 - West Kitty Hawk Rd Parking Entrance)
REQUIRED
Volume = 540 cf per Acre of Drainage Are
Volume = 540 cf x 2794 sf
Volume = 34.64 cf
Depth = 18 inches of sand particles less than 2mm average diameter
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 23.09 sf
PROVIDED
Surface Area = 30' x V = 30 sf O
Volume = 30 sf x 1.5' �-_45 cf (0K)
Telephone [phone]
Moretz Engineering Kitty Hawk Fire Station Fax [phone]
104 N. Dilling Street PN 41-04 email [e-mail]
Kings Mountain, NC 28086 10-05-05 7 of 8

l.u�:yi', 71f'•+, IiJ+t'_r F1�''::.1,5.i:ti�

Sediment Chamber (Area 8 - West Kitty Hawk Rd Bay_ Entrance)
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 c x 8380 sf % w� 60,�°� 31�sJ
Volume = 103.88 cf 1/
Depth = 18 inches
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 69.26 sf ✓
PROVIDED
Surface Area = 90' x 0.8333' 10" = 75 sf O
,Volume = 75 sf x 1.5' = 112- 5 cf 0
Sand Filter Chamber (Area 8 - West Kitty Hawk Rd Bay Entrance)
REQUIRED
Volume = 540 cf per Acre of Drainage Area
Volume = 540 cf x 8380 sf 6 0 t 11;Lq -0
Volume = 103.88 cf
Depth = 18 inches of sand particles less than 2mm average diameter
Surface Area = 360 sf+ per Acre of Drainage
Surface Area = 69.26 sf
PROVIDED
ISurface Area_- 900x 0:8333' {10'l- = 7-5 sf {OK)
Volume=75sfx1.5'=112.5cf(Olq V
Telephone [phone]
Moretz Engineering Kitty Hawk Fire Station Fax [phone]
104 N. Dilling Street PN 41-04 email [e-mail]
Kings Mountain, NC 28086 10-05-05 8 of 8

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O�0F W ArFV Michael F. Easley, Governor
William G. Ross Jr., Secretary
co r North Carolina Department of Environment and Natural Resources
.Ua
p ^� Alan W. Klimek, P.E. Director
Division of Water Quality
October 25, 2005
Mr. Gary McGee, Town Manager
Town of Kitty Hawk
101 Veteran's Memorial Drive
Kitty Hawk, NC 27949
Subject: Stormwater Review SW7050926
Kitty Hawk Fire Station
Dare County
Dear Mr. McGee:
This office received a Coastal Stormwater permit application and plans for the subject project on
October 11, 2005. A preliminary review of the project indicates that before a State Stormwater permit
can be issued the following additional information is needed.
➢ Please modify the narrative to detail the current proposal of the development and the stormwater
treatment systems. Please discuss what will happen to the stormwater exiting the outlet pipes
from the sand chambers and any excess stormwater that overflows the sand filters.
➢ Please note that the water from the washing of the fire trucks is considered waste water and is not
allowed to be collected and discharged into a subsurface system without first obtaining a waste
water permit from the County Health Department. In no circumstance should wash water be
allowed to drain to storm drains, surface waters, nor any State Stormwater best management
device such as the proposed sand filters. Trucks should be washed on an opened grassed area or
at a permitted vehicle wash site. Please remove the note about this from the narrative, as it is not
allowed.
➢ Please verify and correct the length and width of the sand chamber in the calculations for Sand
Filter No.3. Page 3 of 8 on the calculations give a 30' by 2.5' sand chamber where the plans
show a 40' by V sand chamber, similar to the sediment chamber. There is also an incorrect
"REQUIRED" volume and surface area calculation for sand chamber no. 3. Please also correct
page 1 of 4 of the Sand Filter Supplement form for No. 3 and submit, if necessary.
The above requested information must be received in this office prior to November 1, 2005 or
your application will be returned as incomplete. The return of this project will necessitate resubmittal of
all required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
04���
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: A. B. Moretz, PE
ke<ashington Regional Office One
North Caj
�Aahtr,
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper

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,KIT:TY HAWK:FIRE STAT'IONt __.;, , _� ,- r-,. .��Ff,r •..,.' :.,.
.v• 1,.1.•'.,i � `�/J��I..!'7:; ;v '' ;r, '.` , `. .• -'' .••11pl :'..:''; r S :'-'- f -
Innovative storm,`Control
° s �' �fle R rr 5 y .1 � V�"` '•
Control;of`stormwater runoff is a concern of:The Towri.of Kitty.Hawk asAs evident :by the limit,' -
�''' of'tlie amount of the imper.'viotas'area`on a safe: Th" restrictiori,'causes'the,stormwater to remain �r
t `'r ' on site fora; reater`length of time th'er"efore releasingfthe stormwater-'at`�a``sI ... discharge `rate
' The slower'. discharge•: rate„protects.�the ;adjacent praperty-,`from,. higher water levels; which h.
4 •minirmzes'down stream -flooding '' x ti :„ r• Ss y -_:
1 �
rr -r 1r f ..- .,'✓ _ � J 1•`•+ r -.! [ r ., _ s ', � M 'r a
The innovative stormwater'control measures proposed'for this,Fire Sta#ion achieves`"the. intended,
results of 7the t limited -impervious area by,. releasing,;the / stormwater at -a t:slower grate and:: by; '
reducing the'volume�of_storrilrvater,disch`arge.. e=innovativecontrols areas follows
r•' � .Crl ,.�. '� ar.
'•�N-: '�`� ' +'� � '1 a• •� tr• 'x x ,. � ° ` n �, •�- ` , �34k �� � 'r-� �c '+ J •v Y '
1 Collection of Roof.Stormwafei: Runoffand Reuse x ''eo
IC ti _ , . ; . 7
E' =The, first' one ( ,. of,stormwater ,(tlie'approximate'amount.of runoff frorti aten-year storm, { ' -
`s.everit)�'from ;th`lie collected`:in. u'nd'er .ground tanks Tlie';stored' ` 5 =�;
stormwater,wi11':3e disinfected for use in the. bathroom water closets,: to 'fll�:the Fire,
Ticks=and for washing theFire TiUcks
� r�� •'..' - ,J ,, L - 1.1 �..5 , � 1A. '' 1 .`.'F•',' `19 h Ly. .:.. .•" `il � r 1�.
''. - r tr The stormwater wih flow to a pumpa)asin and'the. systen '.will function. similar, to a well
system, A ,bladder tank will'be-.located it the°Fire Station,to, maintain •water' pressure;and� t
function' as a house bladder tanks functions; :The pump 'in'the pimp`'basm:'will supply
water to.the bladder=lank: Should the stormwater'tanks,be eiii tied before'the;next',rain `
r , , :., , P' . ,
event,oreif the'rain'event is small, domestic water will` be"supplied from thefmunicipal t
` system ; V�`j 1�.�7k "�.'yI�`'I� -C- `1J S �,/,� -etc C.40
ep s
"0
' w Ysr k r _ V ..r-
r i Stormwatef used xn' the: water closets' .wilh _discharge -;to: the,: wastewater; system ,,':An''.
Advantex Pretreatment with a gravel: nitrification system wilt.treat the wastewater s ' lcicy
+r ,i -*. _--- by r, Y - ,• -k _'` ;,^�l«,.:i � it t -!W p., '. � .',. _��. s :.
The ri'nnovative'Stbemwat6r'Contrbl eliminates and'-reduces5 stormwater ,dischargefrom'
,vr .: .the situ .. � , , et � .� .� '1 �,•r
a. � `',+ -- � •. -.+'. 'r'., ,, ' a �,. ti-,.�V•1 P�•'''� t ,� �t •+>1 p 1�� '`•- xl �„c, , ] -.' t ° .:, !J'IJ * I 'i , 1 .r&„
2.� -Collection of a Portion of the,^. Stormwater`:Runoff•From the:Concrete Hurons: �. '' '' rk''••� ��
.12;< •' Trench: grates' are' located` sixty. ;too fifty feet down slope.' from the Jbay •'doors: "The �. �.
ins , stormwater falling on'this-area will be collected`by the trench drains and.'discharged
subsurface chambersyste�ri'to" recharge`the: ground water."_Also"the wash water created ,
from washing the Fire Trucks.will' e cd' 11 cted tci discharge intosubsurface'system
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Fax (704),7,39 4265 ` ! •Business [phone]
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_ .11 of the Fire Station ts'-Elevati "' O;i, The,,cha ' er system height is two .feet;; therefor`e''the'. A�:,e + A
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' ` r _ <`',i .`' cliamber. installation will'be' above°the'high'water table, 1 ' ' '� "�'"
a IF ` �' ° 5't f.f •' + r"f .'44c4 t' ,r4 ', •, M • s',J 1 ;+f` er'.',r .�� f •,,r'. ')
+r _ i ,This+Inno.vated Storinwater'Controltwdl delay 'stormwater i unoff. and'•reduce ,the'volume`I' '
,"! r'� r ff:throU t'. k, ChaTge.M A 1 z r; 4 ` + f 14 `. %,
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, , .+ • 3. W •TerraCellTavement Sect�orn fo'r Parkrng Bays'and`ParkrngDriveways.
-+. f ' F'';c' • ' ;.The.TerraCell - .averizent Section,, as- shown on'tlie'I'1a6, will retain°the stormwater fallings - >. 4'F '
t; ,",r.r or'.-thep'arking and 'driving areas:.,This' Pav`enient'Section is a`:ground_ water reci�arge� .f
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&', s ' tem'eli'mifiating;,stormwater ninofffor,the Design.Storm` "` �'' •' �`
n \ .r y , r r s - ± {: 4 y `• , Ja F ? `..a _ i,, •r _ y _ 1 tl ° s. r I_ r J +tV r e.t i 4 �1'.:.,`- ,)..:` is !t N"' ,4 �,, 1 Jr ) '1 f ,- 1 t
• . s' ; . ;, � The; sidewalks ,andTahe rconcrete;46'ay rdividert` strips �will be' designed to: discharge;';'' :::
'N ' + r .`Fr, 'stormwater:runoffto`the;TerraCell Parking"Area , . i` I_ ... " I.
-1,
4 1•'
J 1 1 4j � r , ti,y, ` _ N r`,• !f t ° N v- i 'Y `' + : c 4 r f
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.. , This Innovated;Stormwater�Control`will;•d'elay and"almost:-eliminaterst ormwater.�'runoff L
> ►� r ;
,' ��'' 'through'the ground water recharge::`° : R , t 1. ':' „T c I ,i ;
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',{ ` ',4`^ L.Will there .be stormwater `runoff- from"'the Fire Stations Yes, howeverr� the Innovative .} ,-
"I•c'_, •` `I' `1,Stormwate'rtontrols proposed for this site will greatly.;minrmize stormwater runoff,du'ring a '<-,;k > .
r t ., t _ a )- n.
,rrY ' ;` ,,,, 'ten year` or'less storm..event ;Far those','storm-events,or'greater; or when'tlie'stor�n'has a long `
.Ly i'�`' ; durationf'•the'se Controls' will `•function as an; on, ite etention'deviee: ; vernflow=outlets "wiI l `
I, be provided for those events where'the•atormivater:runoff�exceeds the+capacity'of the!Control .', 1,
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EnvlronmentaYSiudies ,-'•_" ` '- ` •• - t®41i- 4B11R®.i ' r
RITTY,HA MK: FIRESTATION:
--ICiCi iVatlVe,'StOrM,Control .:•`.,
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.9.,; Coritrol'of stormwater runoff is a, concern of TherTowi� of Kitty Hawk as is,evidenf by theaimit a r
'' of the amount of tfie•impervious,ar'ea;ori a site =This restrictioncauses the.'stormwater to remain f
on site for a,` renter length of tiine`therefofe releasing thi sto'rmwater at:a"slower discharge rate
• '� 44 The slower :discharge" rate;`protects,•,the=_adjacent f'prope•rty.fromhigher 'water• -levels, which-
minimizes,dowri stream floodiriQ ' `-
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rL 3 S 5 1- - � ,''`.•�y ..'ram3'.S+` '. •• ,r r. - t _r., , i 1 -, .'� •: 'r _ s'_' )( - ;. .y ,.. .y •t.-
r The''innovative;stormwater,control 'measures proposed-for'this Fire Station achieves the intended':
4 results of: the'limited'irnpervio'us •.area`.by releasing; the" stormwater .'at;a` slower 'rate =and
` reducing the rvo iime'of stor"r iiw ter,dikhar'ge: The innoyative:controlsrare as`follows
d' Yr' i\'" 'f 'f 3Y�;. .[. �S ••t '..«R i', t- _"'. ,C;. ., la '. �•• • f•.l -.
r 1: Col lection`of�Roof fSto'rrriwater RiinofF and Reiase:`y F
.The-frsf one'(l") of'stoririwater (the approximate-ramount of�runoff,from.a, en1-year'storm :
event)Jrorri-,the building `roof{'.will,_be collected in under .ground ,tanks +The .:stored
',,stormwater -will` be,disifife&dJ& use -in the-: bathroom -water 'closets;,to_'fill Ahl Fire'
Trucks-and,for washing the Fire[Trucks ±, a 1 �+ {' - '
�F��i4T..., � -�c' f r•..V 1 .tf .• �' \S n` r ; Y- '.- ti 1,-_ - v'•t i 1 13
.,r Tlie st6rmwater•will:'flow ton pump basin aiid`the's"ystem,wilL function"similar to a1well t'
' " . « %''system 'A''bladder' tank will be located, in the, Fire Station to maintain.water- pressure -and;•
r ,, ,.function' as a, house'bladd&.tank:fiinetions.' The': um iri the: um 'basin •will su I 5 {
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`water to the bladder,`tank: Shoiilil'the ,stormwater'tanks;be. emptiecl;before;the<next rain
event, or`if the,rain event'is small,''domestic=water ,will be supplied'-from'the municipal
,r [ .I t ,_'t •I' f- ...Ls k r _ ,
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.+fir [ ;� • �.� ,',,. r a .-v i'y r i r`r ', ;•..•t'`l.l•• "dischf arge- totthe- i wa.:s^`' w•• ,- n.aetewrclosets:'wi. toriiweus
Advantez Pre-tieatrnent with a'gravei nitrification•system will treat"the .wastewater
•''r 'fir `p'. .r�• r -r ` C� -. ' a ` 4 � .,•t -' � ;� . Yy `I fj1•. '
The innovative-�"Stormwater, Control eliminates and' reduces storm` water discharge•from'
,the site - r�'1,'S• „I 1S ,.{ 1 .:'i�' r • l� �^ '',,,yr _ ! J
-2"� 611ection of a.Portiori of the•Stormwater Runoff From.the Concrete�A6rons.
•Trench `_grates ' are located-`sixty''to''. fifty feet;:'dowri slope from' the bay ,:doors The " " y
stormwater falling on'this;area will:be collected -by tlie.trench°drains and'discharged iitto4:
subsurface, char`riber-system, to�i echarge th'e.'rounyd: water:. Also; ,the wash water created.;
from-washingthe Fire Tedeks'rwill-be collected,to5disctiarge.into the TsLibsurEke,+system
M&Lntz En ineerin •' 1oa,iu'rf ' •" . ; j. g \ g� , o h-Diiling'StreeY'KingsNount6in, N
`Fax [phone] w'Busrness'(704)t739`8309.
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w r SL • . i^ > .1 ,` , '.f • .. -•P.. `- . 1 ; { :.; r - ` r f c� } 1
`-','`'' h ,`,.The,existingground`elevation'VariesIro',Elev,3*toiElev{S, The'-F`inish)Floor Elevation .,�, 1
;;'�, `, <; ; , of the'Fire''Station.`is Elevation >1I The chamber: system height:is'twa,;feet; tlierefor"e the" S; . _
'lx r•L -•_ •.. j ,.-- v- v t-• r �'ri "- 2•} ,r .'y -:' 15'- - . , 1 �' !• r
r `;a ;,'' ' h chamber'installation will be above the high water table �'' x. , I '
`jf •This 6ovated,StorinwaterrControl will y'delay,stormwater'runof,,and reduce ;the volume '
e T .♦,. ',. - 1 r. - - :. '+ . -,,' . 1 - , „ r, :5, _ - t .' S L
`; ,�y ^ `;of�unoff-through ground waterrrecharge., .,;r•" '{, `' , F ',zt; �' -;,
` ;`- 3 " .Tei raCell'Favement Seet 'for Parkmg,AAys'and' Parkin Driveways ' ,:4k s' j:
,A
' ; {, . , e;TerraCell.Pavement Section 'as'showri on'the=Plan; will r'etairi the stormwater falling }i t 7 s`>
- l- , 1` .on 'thewparking:`ari , riving'- areas., This Pavement�:Section .is a•`groiu�d, water recharge "
' , r. =� systern'eliminating'stormwater runoff tor - the Design Storm r 1 r , t ' '' ,,
' }', T.
�' ,' ; The sidewalks. and'•th6I concrete• bay,.divider, stripsf will ,be designed'-.td,tidischa'rge ,' r',, _
:. I- s`tormwater runoff ta,the TerraCell' Parking Area : f `, ' 4 `' -',IL" ";
v, r _ ,A;.
_ :r F tft `, 1 it <' 1 1 - r - " f• t k n r
j r, e r:F }.ti yl , `' .. ( i_� 3 �+ $ - :.i- r-t ♦ •'� i, "` ,r ..`- !y ,I.
z 1 r f 1T}iis Innovated ,Storml%water Control will delay and almosveliminate sto" ': "'titer runoff; 14
rs . i .r 5 �1 t "{• `: , -' S1 i• Y 1 . .I.'. r r.,„1 -- r, , 1 r 1 � 1 '' 1 q- � .4' h,
J' ) r- through -the ground �water'recharge. f , '; ; x ��. - . - ] {, - r - , .
t % r •) t. *+ ., `� t •,^l'.S• . 1 f y 1; '{.r. .. J•.. 1 1. , - 1 tr 4,{'r y 'j ', 1� n ,t♦ f
3 r - , , 1 , f {'- ,
"' r_ .{ . Will ,thc* be stormwater runoff from the Fret Station? Yes, however the 'Innovative , Hj
.;,',,' r` St ormvater;Controls proposed;fortliis site•will>greatlyJ'rninimize1stormwater,runoffduringla ,. °
' ri '.'k.1', 1- ♦ `tentyear or''less, storm events Forf.those stoan eventsgrea'te'r;`or.-when ttie"storm •has a larig ",.' ''
', ,, 5,...r • ", .. r
{ ` 1'duration, tfidk-.Controls will fih6tion ras an" ""- '"' ' 6iention''deviee.,Over,,flow outlets`,wiI `..+;
": be;provide'd for tho'se'events-,Ni,he're"the stormwater runoff exceeds the'capacity of the Control,, 17';+'"
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Moretz Engineering
Civil Design
Land Planning
Municipal Studies
104 North Dining Street
Kings Mountain, NC 28086
Telephone [phone]
FAX [phone]
email : [e-mail]
RECEIVED
OCT � z. 7 ' 2005
PROd # D WQ
LETTER OF TRANSMITTAL
Project: Kitty Hawk Project#: 41-04 Date: 10/26/2005
To: NCDENR
943 Washington Square Mali
Washington, NC 27889
—Attached
x Originals
_ Prints
x Calculations
_ Disk
Bid Documents
Attn: Scott Vinson
Cc:
_Separate Cover VIA
x Correspondence
Specifications
_Addendum
—Engineering Reports
Pictures .
—Hand Delivery
—Shop Dwgs
—Submittals
_ Pay Request
—Contract
Resume
THE ITEMS BELOW ARE TRANSMITTED FOR YOUR ACTION AS NOTED:
x For Approval _For Review 8r Comment _Approved as Submitted
For Your Use _ For Your Signature —Approved as Noted
As Requested Resubmitted for Approval Returned for Corrections
ITEM
COPIES
DATE
DESCRIPTION
1
1
10/26/2005
Sand Filter Design
2
1
10/26/2005
Narrative
3
1
10/26/2005
Sand Filter Suppiment
igned: Received by:
Su an Kiser f Moretz,P.E.
104 North Dilling Street Kings Mountain, NC 28086 Telephone [phone]

Mp r C t r
Moretz Engineering
Civil Design
Land Planning
Municipal Studies,
104 North Dilling Street OCT
ings Mountain. NC 28086 l.• 2 0 2005
Telephone [phone]
FAX [phone]
D
email: [e-mail] �J tiV@
LETTER OF TRANSMITTAL
Project: KITTY HAWK Project #:
To: NCDENR Attn:
943 WASHINGTON SQUARE MALL Cc:
WASHINGTON, NC 27889
X Attached
X Originals
_ Prints
_ Calculations
_ Disk
Bid Documents
41-04 Date: 14 OCT 05 AD
SCOTT VINCENT
Separate Cover VIA
Correspondence
Specifications
Addendum
—_ Field Reports
Report
—Hand Delivery
—Shop Dwgs
_ Submittals
—Pay Request
_ Contract
Resume
THE ITEMS BELOW ARE TRANSMITTED FOR YOUR ACTION AS NOTED:
X For Approval For Review & Comment Approved as Submitted
For Your Use — For Your Signature —_Approved as Noted
As Requested Resubmitted for Approval Returned for Corrections
ITEM
COPIES
DATE
DESCRIPTION
1
1
10/10/2005
STORMWATER MANAGEMENT APPLICATION FORM
Signed: C. MORETZ
Received by:
104 North Dilling Street Kings Mountain, NC 28086 Telephone [phone]

CF \V A r`F9
+, C� Q.
Y
k1s.-I-ricia R. Huff -man. Town Planner
Town of Kitty Hawk
PO Box 549
Kitty Hawk- NC 27941)
Dear Ms. Huffman;
Michael 17. F.asie.. Uovemor
William U. Ross Jr.. Secretary
North Carolina Departmcn( „1' Hnvirorintam and \:aural Resources
Van W. Klimek. V.L. Director
Division of LVater Quality
October 12. 200 '
5ub_jcct; Stornmater Permit No. SW7050926
Kitty Hawk- Fire Station
Stormwater Permit Application
Dare County
The Washington Regional Office received a Stormwater Application. $4000 fee, and supporting
information on October 11. 2005 for the Kitty Hawk Fire Station to be processed through the Sta€c
Stormwater Express Review Program, A State Stornmater Permit Will be issued once my review process
is Finished and it is determined that the application is complete and complies with the Stormwater
Reaulations set forth in Title 1 �A NCAC 2H.1000.
l will review the application mid plans by the end of next week or sooner if possible. If
additional information is required a fetter requesting a detailed list of items will be both emalhcd €o
Loursclf and to the CO[1Sulhn`> en`T1JJCCi'. \lr. A itiloretz- LL1th the or[gtnal hard copy to be mailed to Mi,
Garr NlcGce- Town N'Iaimucr. if additional information is to be required. the information or a request I
extension must be submitted to this Off1c�. in LLritina- within � business daLs.
if you have any questions. or need additional information concerning this matter. phase contact
me att25;)�)
Sincorc)y.
1
Scott V111son
l nnviro nicntal Erntuinccr
Washington Regional Office
cc: /washiriaton RcLnonaj Office
n„�
"ncthC;u
,�l?atur�
\nrlrt C:rnriirsa DiVision ur 1L'attr {)csatit)• LL'ashingnm Regional OIticc Phone t 252 i 94(o-04X l 1::1'C , 3?'1 9-to-9:1 ` l'ustorner Service
InlemeL h2o.enr slalenc.us 943 Wa; hinge m Square Mall, Washington- \C i7Rs9 1-877-623-r,74X

WASHINGTON, N.C. 27889
Phone: [phone] FAX: [phone]
I
FAX NO.
FROM: 'Tc z� V(IVILSOPI
DATE: 10I 1 a )'Z� s—
NO.OF PAGES (INCLUDING COVER):
COMMENTS: "c Jot.
$-- r
943 Washington Square Mail, Washington, NC 27889
One
No Carolina
Nahmallb,
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t.AprU tr
Moretz Engineering
Civil Design
Land Planning
Municipal Studies
104 North Dining Street
Kings Mountain, NC 28086
Telephone [phone]
FAX [phone]
email : [e-mail]
RECEIVED
OCT 1 12005
DWQ-WARO
LETTER OF TRANSMITTAL
Project: Kitty Hawk Fire Station Project#: 41-04 Date: 10110/2005
To: NCDENR
943 Washington Square Mall
Washington,NC 27889
—Attached
x Originals
Prints
x Calculations
_ Disk
Bid Documents
Attn: Scott Vincent
Cc: So
—Separate Cover VIA
x Correspondence
Specifications
—Addendum
Engineering Reports
Pictures
—Hand Delivery
_Shop Dwgs
_ Submittals
_ Pay Request
—Contract
Resume
THE ITEMS BELOW ARE TRANSMITTED FOR YOUR ACTION AS NOTED:
�C For Approval —For Review & Comment Approved as Submitted
For Your Use _ For Your Signature —_ Approved as Noted
__.. As Requested Resubmitted for Approval Returned for Corrections
ITEM
COPIES
DATE
DESCRIPTION
1
2
10/1012005
Sand Fifter Calculations
2
2
10/10/2005 1
Stormwater Management Permit Application Form
3
%,
10/1012005
10/10/2005
Draina a Plans revised
Check for fast track processing $4,000.00
4
1
5
2
10/10/2005
Narrative
1
Signed. Received by:
san er r6r At P.E.
104 North Dilling Street Kings Mountain, NC 28086 Telephone [phone]

POST OFFICE Box 549
101 VETERANS MEMORIAL DRIVE
KITTY HAWK, NC 27949
-vo ,. CZ acV �` N-f2f - LOG,
�w,
Q 1 1'-) l0 S�
PHONE [phone]
FAX [phone]
WW W.TOW NOFKITTYHAWK.ORG
E-MAIL: [e-mail]
.� A
14 2005
DWQ-VI/ARO
Certification of the 'l'own Clerk of Kitty Hawk
The undersigned does certify that I am the Town Clerk for the Town of Kitty
Hawk, NC and that one of my official duties as Town Clerk is to serve as
custodian of the official town records of Kitty Hawk,
l further certify that attached is an original Financial Responsihility/(henership
Form Se(limentation Pollution Control Act signed by the Town of Kitty Hawk
Finance Officer Michael L. Eubank and dated August 31, 2005.
This the 3 Af day of Angus 2001,
tv,m
19$j s
tv vk��
ynn U. Morris, Town Clerk
PD �/, Fr�-
SEP 1 2 2005 ; r
LAND QUALP SR--TIO3 r
WASHINGTON REGIC�NAI. s Jr' II. _...I

FINANCIAL RESPONSIBILITYIOWNERS ZED
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before
this form and an acceptable erosion and sedimentation control plan have been completed and
approved by the Land Quality Section, N.C. Department of Environment and Natural Resources.
(Please type or print and, if the question is not applicable or the e-mail and/or fax information
unavailable, place NIA in the blank.)
Part A.
1. Project Name Kitty Hawk Fire Station
2, Location of land -disturbing activity: County Dare City or Township: Kitty
Hawk
Highway/Street 843 W. Kitty Hawk Road Latitude 36.06688N Longitude 75,70847W
3. Approximate date land -disturbing activity will commence: October 15, 2005
r • ,
4. Purpose of development (residential, commercial, industrial, •.institutional, etc.):
Industrial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 2.4
6. Amount of fee enclosed: $ 150.00. The application fee of $50.00
the next acre) is assessed without a ceiling amount (Example: a "
$450).
7. Has an erosion and sediment control plan been filed? Y
Enclosed X
SEP 1 2 Z005
LAND QUALITY SEC IIVN
WASHINGTON REGIONAL OFFICE
8. Person to contact should erosion and sediment control issues arise ud nng land -disturbing
activity:
Name Tricia Huffman, Planning Director E-mail Address [e-mail]
Telephone [phone] Cell # NIA Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Town of Kitty Hawk 252-26t-3552 252-261-7900
Name Telephone Fax Number
Post Office Box 549 101 Veterans Memorial Drive
Current Mailing Address Current Street Address
-Kitty, Hawk North Carolina 27949 Kitty Hawk North Carolina 27949
City State Zip City State Zip
10. Deed Book No. 1619 Page No.477 Provide a copy of the most current deed.

Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Mike Eubank/Finance Director/Town of Kitty Hawk _ [e-mail]
Name E-mail Address
Post Office Box 549
Current Mailing Address
101 Veterans Memorial Drive
Current Street Address
Kitty Hawk North Carolina 27949 Kitty Hawk North Carolina 27949
City State Zip City State Zip
Telephone [phone]
Fax Number 252-26.1-7900
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street
address of the designated North Carolina Agent:
_ NIA
Name
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City State Zip
Telephone Fax Number.
(b) If the Financially Responsible Party is a Partnership or other person engaging in business
under an assumed name, attach a copy of the Certificate of Assumed Name. If the Financially
Responsible Party is a Corporation, give name and street address of the Registered Agent:
NIA
Name of Registered Agent
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City
Telephone Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided by
me under oath (This form must be signed by the Financially Responsible Person if an individual or his
attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with the

authority to execute instruments for the Financially Responsible Person). I agree to provide corrected
information should there by any change in the information provided herein.
ly\tke ELJoe CA."
Type or print name
Signature
F%ing,hCt 0---
Title or Authority
Date
S -3 I- 2.00.E
1, Abaxc a - �Ij , a Notary Public of the County of 1
State of North Carolina, hereby certify that Y 1 11 4 _ &ba")' appeared
personally before me this day and being duly sworn acknowledged that the above form was executed
by him.
Witness my hand and notarial seal,
• NOTA,,R�Y
this day of , 200-5
Notary VU
My commission expires 1,9--3b--6-7

DABCOUN'FY J' r r ' I*�itu:Sl` t:;? f''►r' -
'OD
'�ay'�.:.=fir � ......
YI � h1V
Filed Book:'1619 Page: 477
03/10/2005 03:18PM
Doc Code: DEED
BARBARA M GRAY, REGISTER OF -DEEDS
Doc Id; 6162030
Receipt 11: 135772
NC Excise Tax pd: V440.00-`
DARE CO. NC
I�IIIIIIINIIII�IIIIIIIIIIIIIdInlWllllllll o;-',":,...
Land Transfer No: jNa_ Recording Time, Book and Page
Excise Tax: S 114440
Land Transfer Tax; $ -1 ZOO - a D
NORTH CAROLINA GENERAL WARRANTY DEED
Tax Lot No.
Verified by.
by
Parcel Identifier No. 017940-000; 017940-001; 017940-002
_ County on the day of
Mail after recording to: Vandeventer Black LLP, P.O. Box 1042, Kitty Hawk, NC 27949
This instrument was prepared by: Norman W. Shearin, Jr., Esq., Vandeventer Black LLP, P.O. Box 1042, Kitty hawk, NC 27949
843 W. Kitty Hawk Road
Brief Description for the index
THIS DEED made this 8th day of February, 2004.
GRANTOR
dKE DEVELOPMENT, LLC,
a North Carolina limited liability company
4717 N. Croatan Highway
Kitty Hawk, NC 27949
TOWN OF KITTY HAWK,
and body politic
P. O. Box 549
Kitty Hawk, NC 27949
rat orporation
SEP 12 2005
IAND Ol]A1iTY 5ECT1 O cICE
WASI�IINGTON ft CIONAti _
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g., corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular,
plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and by
these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the Town
of Kitty hawk, Dare County, North Carolina and more particularly described as follows:
Beginning at a stake situated on the West margin of the paved N.C. State Highway leading
through the Village of Kitty Hawk, said stake being in the North line of the Earl and Linda
Keller property formerly the B.F. Perry property, at the point of intersection of said Keller line
with the West margin of said Highway, said stake being also South 57 deg. and 30 min. West
from a fine gum situated a short distance from the East margin of the said Highway, and said
gum marking the corner of the William Foreman lot and the Keller property as well as the
corner of the tract of which this property is a part, running thence from the beginning point
along the Keller North line South 57 deg. 30 min. West 400 feet to the East margin of the
secondary county road, said line passing a logwood post situated near the said road; thence
along the East side of said road the various courses thereof in a general Northwesterly direction
478 feet to the South margin of the aforesaid paved highway, at the East corner of the road
apron to said Highway; thence along the South margin of said highway and the various courses
thereof in a general Southeasterly direction to the point of beginning. Containing 2.2 acres, more
or less.

IIIIVI�III�IIIIIIIIIIIIIIIIIIfllll�llllllllll a;=`„0�0,,8P
The property hercinabove described was acquired by Grantor by instrument recorded in Boole 1522, Page 113, Dare County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hercinabove described is subject to the following exceptions:
Restrictions reservations, easements, and rights of way of record in the Dare County Registry.
All zoning ordinances and other land regulations applicable thereto.
IN WITNESS WHEREOF, the Grantor has hereunto' et his hand and sea], or if corporate, has caused this instrument to be signed
in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors, the clay
and year first above written.
JKE DEVELOPMENT, LLC,
a North Carolina limited liability company
B : (SEAL)
Ltnanuclson, Member -Manager
SEAL -STAMP USE STATE 'OF NORTH CAROLINA
BLACK DARE COUNTY
INK
ONLY � �` /•1
I, Gl/VtLr,+� L •� .Gi. the undersigned, a Notary Public of the County and
State aforesaid, certify that Jeff K. Emanuelson personally appeared before me this day and acknowledged
that he is Member -Manager of JKE 1)evelopmen t, .LLC, a North Carolina limited liability company, and
further acknowledged the due execution of the foregoing instrument on behalf of the limited liability
company.
Witness my hand and official stamp or seal, this the day of March, 2QQ5.
Notary Public
My commission expires: s-
AMAtVt)A C. raKACN
Narn�rr �'ul�rrlc
f�Rf;E L'Ot1NTY, N[;
The foregoing Certificate of f `1 = � . � N is I
is/are certified to be correct. This instrument and this certificate are duly registered at the date
the first page hereof.
ARA M. GRAY
Book and Page shown on
REGISTER OF DEEDS FOR �� COUNTY ,i�
Deputy/Assistant-Register of Deeds.