20130179 Ver 1_CAMA Application_20130225

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rUENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
February 21, 2013
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Braxton C. Davis
Director
Karen Higgins, Webscape Unit Supervisor
Division of Water Quality - Raleigh
Doug Huggett
Major Permits Processing Coordinator
John E. Skvarla, III
Secretary
CAMA/DREDGE & FILL Permit Application Review
TOWN OF KITTY HAWK
Project Location: Byrd St. & Lindbergh Ave., Fonck St., Bennett St. & Lindbergh Ave., Hawk St.,
Starfish Lane & Lindbergh Ave., E. Kitty Hawk Road & Hurdle St., & Tateway
Road & Goosander St., adj. Atlantic Ocean
Proposed Project: Install infrastructure for 7 emergency floodwater pump connections
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 03/14/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron Renaldi at (252) 264 -3901. When
appropriate, in -depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone: 252 - 264 -39011 FAX: [phone]; Internet: www.nocoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Town of Kitty Hawk (Kitty Hawk Floodwater Management)
2. LOCATION OF PROJECT SITE: The project is within the Town of Kitty Hawk, Dare
County, adjacent to the Atlantic Ocean. There are seven proposed location areas
within the Town as follows:
Area one is located along Byrd St. and Lindbergh Ave.
Area two is located along Fonck St.
Area three is located along Bennett St. and Lindbergh Ave.
Area four is located along Hawk St.
Area five is located along Starfish Ln. and Lindbergh Ave.
Area six is located between East Kitty Hawk Rd. and Hurdle St.
Area seven is located along Tateway Rd. and Goosander St.
Photo Index —
Area One - 1998:43 -1091 (O,P 6); 1995:185 -1939 (M,N 3); 1989:142 -49 (M,N 5)
1984 138 -443 (H, 113)
Area Two - 1998:43 -1091 (OR 10); 1995:185 -1939 (N 6); 1989:142 -49 (M,N 8)
1984 138 -443 (G, H 10)
Area Three - 1998:43 -1091 (N,O 18); 1995:185 -1939 (M,N 12); 1989:142 -49 (M,N 14)
1984:138 -443 (G, H 5)
Area Four - 1998:43 -1088 (O,P 8); 1995:185 -1938 (N,O 10); 1989:142 -47 (L,M 10)
1984:138 -444 (F, G 8)
Area Five - 1998:43 -1088 (O,P 23); 1995:185 -1938 (M,N 22); 1989:142 -47 (M,N 23)
1984:138 -445 (E,F 15)
Area Six — 1998:43 -1085 (N -P, 7,8); 1995:185 -1937 (N,O 14); 1989:142 -46 (K,L 13)
1984:138 -445 (E, F 6)
Area Seven — 1998:43 -1085 (N -P 21); 1995 185 -1936 (O,P 8); 1989:142 -44 (J -L 4)
1984:138 -446 (D -F 13)
State Plane Coordinates
Area One - X: 2971873
Y:870722
Area Two - X: 2972272
Y:869970
Area Three - X: 2973066
Y:868463
Area Four - X: 2975084
Y:864653
Area Five - X: 2976754
Y: 861667
Area Six - X:2978092
Y:859386
Area Seven - X: 2979817
Y:856450
Quadrangle: Kitty Hawk, NC (UL -SLR)
3. INVESTIGATION TYPE: CAMA
Lat/Long
36.0981140 °, - 75.7098165°
36.0960131', - 75.7085511 °
36.0918034 °, - 75.7060344°
36.0811590 °, - 75.6996368°
36.0728084 °, - 75.6943250°
36.0664235 °, - 75.6900574°
36.0582047 °, - 75.6845559°
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 1/24/2013
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete — 2/12/2013
Office - Elizabeth City

Town of Kitty Hawk (Kitty Hawk Floodwater Management)
Field Investigation Report
Page 2
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Kitty Hawk
Land Classification from LUP — Conservation and Beach Residential
(B) AEC(s) Involved: OH (Ocean Erodible Area & High Hazard Flood Area)
(C) Water Dependent: N/A
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — Roadways, parking areas, sand dune
system, beach access points
Planned - Seven emergency floodwater pump
connections
(G) Estimated Annual Rate of Erosion: 2 ft. to 2.5 ft.
Source — NC Division of Coastal Management 2011 Erosion Rate Map
7. HABITAT DESCRIPTION: [AREA, square feet (SF)]
DREDGED FILLED DISTURBED
(A) Ocean Hazard AEC
23,925 SF
(B) Uplands
63,195 SF
(C) Other
(D) Total Area Disturbed: 87,120 SF (2.0 Acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open to Shellfishing: No
8. PROJECT SUMMARY: The applicant proposes to install the infrastructure for seven
emergency floodwater pump connections along the oceanfront to facilitate the
pumping out of flood prone areas west of NC -12 due to ocean over -wash and severe
rain events.
Proiect Setting
The sites of the proposed development are located between the US -158 bypass and the east
shoulder of NC -12 within the Town of Kitty Hawk, Dare County, and are adjacent to the Atlantic
Ocean. The oceanfront is ±19,000 feet long, and has an erosion rate of that varies from 2 feet
to 2.5 feet a year. A frontal dune line is located on the east side of NC -12 and varies in height
from 10 feet to 12 feet within the project areas. Existing beach material consists of medium to
course sand with shell fragments. Vegetation along the oceanfront is sparse to nonexistent,
with sea oats and American beach grass growing within the dune area. The properties adjacent
to the oceanfront consist of mixed residential, commercial and public uses.
. a
,

- Town of Kitty Hawk (Kitty Hawk Floodwater Management)
Field Investigation Report
Page 3
The area between NC -12 and the US -158 bypass has lower elevations than that of the
roadways creating basin areas that flood in ocean over -wash events as well as heavy rainfall
events. These areas do not have a formalized drainage system to remove the water. The
majority of the structures within these areas are residential homes with septic systems, but
there are also beach access parking areas as well as some commercial structures.
The adjacent beach to the north is the Town of Southern Shores, and the adjacent beach to the
south is the Town of Kill Devil Hills. The waters of the Atlantic Ocean in this area are classified
as SB by the Division of Environmental Management, and are closed to shellfish taking.
Development Proposal
In the past, the Town of Kitty Hawk has been allowed to bring in pumps after severe ocean
over -wash events and pump the water out into the Atlantic Ocean. In order to pump out the
flooded areas, the pumps discharge lines had to be placed over NC -12, which effectively
blocked the use of NC -12 until pumping was complete.
In order to facilitate the pumping out of this water in future events while still allowing the use of
NC -12, the Town is proposing to install 7 pump connection systems at various locations along
the oceanfront area. The connection systems will consist of a grated 4 foot x 4 foot concrete
collection sump within the flood prone areas that will be connected by 12" HDPE underground
piping to a removable 8" standpipe located within the NCDOT right -of -way shoulder area on the
east side of NC -12.
The collection sumps are to be located within Town and NCDOT right -of -ways or easements
and will be constructed at grade so as to not lower the water table. The sumps will be protected
by filter fabric or other methods to keep sand and debris from entering the system. The 12"
HDPE piping will be installed through conventional excavation and trenching; however,
directional boring may be utilized if possible. The 12" HDPE piping will vary in length depending
on the location area as follows: Area 1 will have ±420 feet, Area 2 will have ±280 feet, Area 3
will have ±840 feet, Area 4 will have ±280 feet, Area 5 will have ±490 feet, Area 6 will have
±560 feet and Area 7 will have ±730 feet of piping. Also, within Area 5, a combination of ±424
feet of 12" culvert and swales will be installed along Lindberg Avenue to direct water to the
collection sump. The standpipes will be designed to be removable with an at -grade mechanical
joint connection such that when the system is not in use, the standpipe can be removed and a
blind flange can be bolted to the pipe fitting located at ground level. This will prevent vehicle
collisions while also keeping sand out. The applicant anticipates that the installation of the
collection system will have minimal impacts to Town roads or NC -12.
When a flooding event occurs, temporary wheel mounted 8" suction pumps will be placed
within the northbound lane at the standpipe connection points. There will be no dune
disturbance associated with the placement of the temporary pumps. Discharge piping from the
pumps will be made up of flexible and rigid sections and will be routed over the frontal dunes
for discharge into the Atlantic Ocean. The ends of the discharge piping will be anchored in
place and positioned as close to the tide line as possible. The Town has indicated that Public
Works personnel will monitor and make adjustments to the discharge piping to prevent any
scour within the beach area or frontal dunes. When pumping is complete, the Town will remove
the pumps, standpipes and discharge lines and repair any damages to the dunes.

Town of Kitty Hawk (Kitty Hawk Floodwater Management)
Field Investigation Report
Page 4
The applicant has indicated that the operational parameters of the proposed systems are
concurrently being developed with the assistance of NCDENR agencies and that the systems
would not be utilized without prior approval from NCDENR agencies after a flooding event.
Anticipated Impacts
• The overall disturbance associated with the installation of the pump connection systems,
culverts and swale will be ±2.0 acres; however, if directional boring is utilized, disturbance
will be greatly reduced.
The disturbance within the Ocean Hazard AEC is ±0.56 acres.
• During pumping events, temporary stormwater outfall may result in water degradation within
the adjacent waters of the Atlantic Ocean.
Submitted by: Ron Renaldi
Date: 2/20/2013

MAJOR PERMIT FEE MATRIX
Applicant: t;+14 Naas I, �--
Selection
Development Type
Fee
DCM %
DWQ %
(143001601 4351000931625 6253)
(243001602 435100095 2341)
I. Private, non - commercial
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of an nds
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non -
D
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 3490 (See
attached ) can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
El
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

. . 'q6W,
& ASSOCIATES, LTD.
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RECEIVED
FEB - 4 2013
COASTAL MANAGEMENT
ELIZABETH CITY
Town of Kitty Hawk
Flood Water Management System Narrative
January 25, 2013
The Town of Kitty Hawk, NC has a unique oceanfront landform which creates several
large basin areas between NC 12 (North Virginia Dare Trail) and US 158 (Croatan
Highway). During major storm events such as hurricanes and nor'easters, ocean water
breaches the frontal dunes and inundates large areas of this portion of Town to flood
depths exceeding five feet. In addition, there are rainfall events or series of rainfall events
which inundate these areas as well. The Town has no formalized drainage systems within
these areas and flood waters have been historically allowed to be pumped back into the
Ocean after these flooding events. Many dwellings and yards are at elevations below NC
12 and US 158 so that when flooding occurs in these areas, private homes, onsite septic
systems, wells, driveways and local roadways are affected. Flood waters can only recede
by infiltration and evaporation. Flooding causes property loss, restriction of access for
emergency services, malfunction of on -site septic systems, roadway damage, and health
concerns for residents and dean -up workers. Flood waters have taken weeks to recede
and usually pumping is the only solution to alleviate these conditions more efficiently.
When pumping is allowed, the discharge lines must be located across NC 12 which makes
this vital Town corridor impassible for days at a time. This condition creates greater
difficulties for emergency service response, storm dean -up efforts, property owner access,
and hinders damage assessment efforts. Access to property for storm damage repairs
cannot be initiated until flood waters recede.
This project includes the permitting and installation of seven emergency floodwater pump
connections located along the oceanfront areas of Kitty Hawk. The system will include a
concrete collection sump with grate connected by 12° HDPE underground piping with an
fr standpipe located on the east side of NC 12.
The collection sumps will be located within Town and State right -of -ways or easements
and are designed to be located at the lowest elevations within each area of Town. All
standpipe locations will allow for the conveyance or the discharge lines to pass through
Town right -of -ways or easements to discharge into the Atlantic Ocean. Once permitted,
these systems will be installed over a period of several year;. The method of collection
inlet and piping installation will be by conventional excavation and trenching operations but
Land Planning — Engineering — Environmental — Construction Management
P 0 Box 3989 115 W Saint Clair St. 1011 Devil Hills North Carolina 27948
North Carolina License No C -1027
Phone 252 -aa1 -2113 w4m A/yemarfeQssmates com Fax 252 - 4414965

Town of Kitty Hawk
Flood Water Management Systern Narrative
January 25. 2013
may also include directional drilling and jack / boring. NCDOT may allow some areas of
NC 12 to be open cut on a case by case basis. It is anticipated that most road crossing will
be by directional drilling or jack & bore. There should be minimal impact to town roadways
or NC 12 during the installation of these various piping and standpipe locations. The stand
pipes are to be located along the east side of NC 12 in all locations. These standpipes will
be designed to be removable with an at -grade mechanical joint connection. When the
system is not in use, the standpipes will be removed and a blind flange will be bolted to the
pipe fitting located at ground level. This will protect the piping from vehicular collisions and
Will also keep sand from entering into the piping. The collection point drop inlets are set at
grade and no groundwater lowering is proposed or intended for these systems. The inlets
sumps too will be protected with fitter fabric and other methods to keep sand and debris
from entering this end of the piping system.
The operational parameters of these systems are concurrently being developed with the
assistance of NCDENR Agencies. Ideally, the pumping of ocean over wash and other
flood waters will begin as soon after the flooding event occurs. This historically has been
allowed when significant amounts of floodwater are standing beneath dwellings, over
septic systems and roadways within the affected areas. These systems will only be used
when ocean over wash or severe rainfall events flood this area of the Town and are
approved for use by NCDENR.
When the system is needed, temporary pumps will be rented or borrowed and Will likely be
no larger than wheel mounted, 8° suction pumps. These will be placed on the eastern
northbound lane of NC12 at the stand pipe connection points. There should be no
disturbance to the dunes for pump placement or locations. The discharge piping will be
routed from the pump and over the frontal dunes for discharge back into the Atlantic
Ocean. The discharge piping will be anchored at the discharge end and will be positioned
as dose to the tide line as possible. Town Public Works personnel will monitor and make
adjustments to the outlets to prevent scour of the beach areas and frontal dunes. Any
damages to the beach or dunes Will be immediately rectified and pumping will cease in
these locations until suitable and safe discharge can be reinitiated. Discharge hoses are
anticipated to be a combination of fle)oble and rigid sections and will be placed to minimize
any impacts to the frontal dunes or the flat beach areas.
During pumping operations, the Town Will utilize temporary signage, the Town website and
other public information resources to inform the public of the status of pumping operations,
Nations, durations and other pertinent information. Upon completion of pumping
operations, the Town will remove the pumps, standpipes, and discharge lines. Any
damages to the dunes or scour that has occurred due to the pumping operations Will be
repaired as necessary.
. ,,l�Il1l41li���
RECEIVED
FEB - 4 2013
COASTAL MANIAGEMENT
ELlZACETH CITY
7

r ' M W4
RFUCAMINUr
ffislorIM1910911rw.N
(last revised 12127/06)
MANAGEMENT
1. Primary Applicant/ Landowner Informadon
Business Name
Project Name (it applicable)
Town Of Kitty Hawk
JAN 31
2013 1
MI
Last Name
John
MANAGEMENT
1. Primary Applicant/ Landowner Informadon
Business Name
Project Name (it applicable)
Town Of Kitty Hawk
Kitty Hawk Floodwater Management
Applicant 1: First Name
MI
Last Name
John
Stockton (Town Manager)
Applicant 2: First Name
MI
Last Name
ff additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
549
Kitty Hawk
NC
ZIP
Country
Phone No.
FAX No.
27949
USA
252 -261 - 3552 ext.
252 -261 - 7900
Street Address (if different from above)
City
State
ZIP
101 Veterans Memorial Drive
Kitty Hawk
NC
27949 -
Email
[e-mail]
2 Agent/Contractor Informadon
Business Name
Albemarle & Associates, Ltd.
Agent/ Contractor 1: First Name
MI
Last Name
John
DeLucia
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3989
Kill Devil Hills
NC
ZIP
Phone No. 1
Phone No. 2
27948
252-441 - 2113 ext. 204
_ _ ext.
FAX No. Contractor #
252 441 0965
Street Address frf diftmnt from above) City State ZIP
115 West St. Clair Street Kill Devil Hills NC 27948-
Email
johnd @albemarteassociates.com
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252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement -net

Form DCM MP -1 (Page 2 of 4)
r
IJAN 31 2013
APPLICATION for
Major Development Permit u
3. ProjedLocaflon Ct ASI-X-
County (can be multiple)
Street Add(ess - J
State Rd. #
Dare
Various
NC #12
Subdivision Name
City
State
Zip
N/A
Kitty Hawk
NC
27949-
Phone No.
Lot No. (s) (if many, attach additional page with list)
252 —261-3552 - ext.
N/A, I ,
a. in which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Town of Kitty Hawk
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
19,008 ft.
228,602,880 sq. ft.
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water leveq
(if many lot sizes, please attach additional page with a list)
8 -10 ft. ❑NHW or ®NWL
e. Vegetation on tract
Lawn Grasses, Black Pine, Live Oaks, American Beach Grass
f. Man -made features and uses now on tract
Residential & Business
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential & Business
h. How does local government zone the tract?
L Is the proposed project consistent with the applicable zoning?
BR - BC
(Attach zoning compliance certificate, if applicable)
Was []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
JAN 31 2013
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ; ❑Yes ®No
(ii) Are there coastal wetlands on the site? c i - _: ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? []Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On -Site Ground Absorption (pre- dominate)
o. Describe existing drinking water supply source.
Municipal
p. Describe existing storm water management or treatment systems.
None
5. Acth4dies and Impacts
a. Will the project be for commercial, public, or private use?
[]Commercial ®PubliclGovemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
(See attached Town of Kitty Hawk Floodwater Management System narrative.)
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
(See attached Town of Kitty Hawk Floodwater Management System narrative.)
d. List all development activities you propose.
(See attached Town of Kitty Hawk Floodwater Management System narrative.)
e. Are the proposed activities maintenance of an existing project, new work, or both?
New
f. What is the approximate total disturbed land area resulting from the proposed project?
+/-2 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
®Yes ❑No ❑NA
that the public has established use oft
h. Describe location and type of existing and proposed discharges to waters of the state.
Sheet flow discharge across sand beach to Atlantic Ocean
I. Will wastewater or stomtwater be discharged into a wetland?
❑Yes ®No []NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes []No ®NA
j. Is there any mitigation proposed?
❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Pe"it ;
& Addidonallnformadon
In addition to this completed application form, (MP -1) the hollowing items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruct/on booklet on how to properly prepare ttre required Items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name (SEE ATTACHED) Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
17. CerlOcadon and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the bes f my knowledge.
Date December 12, 2012 Print Name O --1- ; dJ t„ k1-Z , , I%
Please indicate application attachments pertaining to your proposed project. k , ,M % J ' ' _-1
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges aid Culverts -
®DCM MP -3 Upland Development
❑DCM MP-4 Structures Information i JAN 31 2013
I �
252 - 808 -2808 .. 1- 888- 4RCOAST .. www.nccoastaImanagement.net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
REC'I :I%'rD
JAN 31 2013
COASTAL NIANAGr=MENT
ELIZABETH CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be surela complete all other sections of the -Joint.
Application that relate to this proposed project. Please include all supplemental informa$on - -- •- -- - -• - -- —_ _.._
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
b.
Number of lots or parcels.
proposed.
N/A
7 - Floodwater Management Systems
c. Density (give the number of residential units and the units per
d.
Size of area to be graded, filled, or disturbed including roads,
ate).
ditches, etc.
N/A
1.7 to 2.0 Acres
e. If the proposed project will disturb more than one acre of land, the
f.
List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land- disturbing
Metal
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted: To Be Submitted
g. Give the percentage of the tract within the coastal shoreline AEC to
h.
Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as
require a Stomrwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways
(i) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
Less Than 1%
®Yes []No ❑NA
I. Give the percentage of the entire tract to be covered by impervious
(ii) If yes, list the date submitted: 11 -5-12
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Less Than 1%
j. Describe proposed method of sewage disposal.
k.
Have the facilities described in item (i) received state or local
N/A
approval?
®Yes []No ❑NA
If yes, attach appropriate documentation.
So- r- r- r4 -;4;ea-+ton
re
e��
I. Describe location and type of proposed discharges to waters of the
m.
Does the proposed project include an innovative stonnwater
state (e.g., surface runoff, sanitary wastewater, industrial/
design?
commercial effluent, 'wash down* and residential discharges).
[]Yes ®No ❑NA
Surface Sheet Flow Across Sand Beach to Atlantic Ocean
If yes, attach appropriate documentation.
252 - 808 -28082 :: 1- 888- 4RCOAST :: www.necoastaimanagement.net revised: 12/26106

Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well, n. (I) Will water be impounded? []Yes []No ®NA
community, public system, etc.) (ii) If yes, how many acres? N/A
N/A
o. When was the lot(s) platted and recorded?
N/A
December 12, 2012
Date
Kitty Hawk Floodwater Management
Pro Name
a J A
r, Mil
1.
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes ❑No ®NA
t
ts-. ,..r,a .. ... •... v.w r- .-e-rc r � Y. • a r�N�
JAN 31 2013
COhb AL !t) '! -r
1, C T
252 - 808 -2808 :: 1- 888- 4RCOASF :: www.nccoastaimanagement.net revised: 12126/06

0
N'6MAIM VANAU150
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FEB 12 2013
COASTAL NINNAGFNIENT'
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US 158 BYPASS
TORN OkTIY HA NC- DFAFNa imkmmem C(SfESIMAE
BYFDSTEEf& I.�AwLE
PH�TVIO- PFQIOE PLMPCQJ�IW
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.�� N CAI?
TOW
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d. ��(�S`�!
PIMPCWH7W 1 $2000
EPW =
$2000
; 1�
Cdub� VSLINPBASIN(IfK" 1 ® 3800
FAai ="
5800'
1Y HOPE ($DR 17) 390 @ $57
PER IF =
$22,230
HOPE (DIRECT BORE SDR 11) 30
IF =
$3,750
S�IhG& MUCtING 0.2 � $2.500_
SE @ ,500
AIR
PBi AC =
ES00
_
PEFmrh G
DES001
8MP =
IMP =
$3,200
51.700
= tr
t ��
COJIN2*f.Y j6%)
ILMP =
$1,624
; ,,!VG ,o
_ TOPLESIMANDCClif
$35.804
�,�/�/ ;'«,,,.t,,,�..•, =``�� �•
AREA 1 — UNDBERGH AND BYRD —
5.5 ACRES
ALT. #2 PROVIDE PUMP CONNECTI6W
A&anmh a llfmMW U&
PRONE -TO
0 100 20
1 OW 400 R
MM OF IV 1 0 4 HAWK ttsw.us,.aaasu..t
PO 9.3M '�c ---•�
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DARE 00MR, NOM CAROLMA �)M,s„�
QTTY HAWK SiIOmWAm IIAANACBIB)IT PLAN 6A LUL
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SCADS 1-1, JDATE 01/29/2013
07322D KHSW CAMA SHEET 2 OF 9

ATLANTIC OCEAN
FE 112 2013
COA�-''FlI M1r: 1ri4i
MAN O'k(W HAW - 136NNACE QW0MEMEN6 CC6fESIMAE
UN3EO1AW E& FOCKS7IEET
PR &SWO& PUMPCQmr�U7J - -
TOPLESIMA'EDCC67 $32.272
AREA 2 - LINDBERGH AND FONCK - 4.0 ACRES
U.S. 158 BYPASS
TM OF KM HAWK
DARE COUNTY, NOM CAROLM
TY HAWK BTOIIWAIM MANAGEMENT PL
L WBEFIGH AVENUE AND FONCK SWEET
L111111111111J//l
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ml.
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115Pfaff3LQ*sb w
PA 9.3ms
Im DM M& NC Z7818
R—c
- -_�
P_UNPCUIEGIM -
1- @
$2.000
EPOi =
32.000
COIH.7W SLMP BASN
1 ' @
$2,500
mH =
$2,500
12' HDPE (SDR 17)
250 (s�
357
PER IF =
$14,250
12' HDPE (DIRECT BORE S_ DR 11)
30 @
$125
, PER IF =
$3,,750
SANG& MUWPG
0.1 @
$2.500
Phi AC
$2_50
,DRIEIMY OPEN CUfB REPAIR
9 @
$65
PER SY' _
$585'
P6iAf1M'
IMP =
$3.200
DE90Y _
-
-
[IMP _
$_4,200
COJ<ILN(5 %)
IMP =
$7,537
TOPLESIMA'EDCC67 $32.272
AREA 2 - LINDBERGH AND FONCK - 4.0 ACRES
U.S. 158 BYPASS
TM OF KM HAWK
DARE COUNTY, NOM CAROLM
TY HAWK BTOIIWAIM MANAGEMENT PL
L WBEFIGH AVENUE AND FONCK SWEET
L111111111111J//l
CARp''!�,
ASS i
SE
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DATE 01/29/2013
07322D KHSW CAMA SHEET 3 OF 9 2013 -02 -08 REVISED TO SHOW FIRM

VE (EL
FEB 7 2 2013 1
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— rI - - --
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LIr[WWAN E& BEMEWSIUT'
PRaRE SUMP & PIMP Ca#f0CN
PUMPCaffcm I @ $2,000 EWA = 82,000
COIEC"SIMPBA§N 1 (dj 82,500 WH = 82,500
12' HOPE (SDR 17) - r 8.10 'Q 857 FOR IF _ ' $46,170
12' HDPE (DW&BORE SDR 11) 30 @1 5125 PER IF = $3,750
SE®PG& MUCHIG 02 $2,500 PEF AC = i $500
6ffih*Y OPBJ CM RB*R 32 , � - 8_65 PER SY = $2,080
PEWIft6G OMP = 83,200
O6 2k - ILMP = 84,200
CQJIKI3[N(5 %) OMP = 83,010
- TWLESim*15 Sf $67,410
AREA 3 — LINDBERGH AND BENNETT — 3.7 ACRES
mm
US 158 BYPASS
`\,(11un1onrriii
2,
2� ARE PRONE TO FLOODING
9
' �,� ti''v i,u,o, nun,•• V .� Orb �:
0 100 200
ON
1 Na -200 rt
TOWN OF y�y HAWK ���y Amnnwb &Amcbbm 1m
NI 11 fY1�11� +swwsLaN9
PO Bm NC2
��0�y������� �w�w`0 �s ID! OM W) 411:7018
^� DM E oaKr% ■ O X00 0 CA OL X0'0 Phu,c QIQIHtd119 \
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KIM HAWK 81710E MA-M AAM�If PLAN 6 bA L11
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SCALE r-W DATE 01/29/2013
07322D KHSW CAMA SHEET 4 OF 9 2013 -02 -08 REVISED TO SHOW FIRM ZONES

r)
F E B 12 2013
_ AI
— v
AXAMIIG OCEW I c owl w
N VIRGINIA DARE TRAILv� wA W
US 158 BYPASS N CROATAN HWY
Tom 01Q11Y HA* - D6NNvE impR Hi m OCbTESIMAE
AM-"E AsWdstW Ua
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PLMPC0iW9N 1 @ $2,000 ECH =
$2,000
C003a0U SLMP BASIN 1 ' (d1 $2.500 661 =
$2.500
1Y HDPE (SDR 17) 250 (dj' $57 RR IF; =
$14,250
IT HDPE (DRECTBORE SD_R 11) 30 @ $125 P92 IF =
$8,750
SEECIN38 1AUCHh3 6.2 @ $2,500 PER PC =
$500,
D(IIaIAYOPBVCN'8, REP/VR 15 $65 PER SY =
$975
P6MIIRG - W1gP
$3.200
DESIM WP' =
$4,600
COYII�[.Y(5 %) ILMP =
$1,359
TOWLESIMAibcd F '
$33334
AREA 4 — LINDBERGH BETWEEN BLERIOT AND HAWK — 11.7 ACRES
073220 KHSW CAMA SHEEP 5 OF 9
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OM HAWK STOMMATIM MANAGEMO f PLAN
U DBE iM BETW M BL9BDIr MD HAWK (ALT.42)
'" E "Aa..btMLa
Y»RddO.mlhQ 010El�
FIMM NO. 813
DWN /CHKD KCA/JMD
SCALD r -M
DATE 01/29/2013
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2013 -02 -06 REVISED TO SHOW FIRM

d
PUMP ATLANTIC OCEW
CONNECTION � — -
w
gAEC--r-----lC
PUBLIC
BEACH
COLLECTION ,
OSUMP BASIN
U.S. POST
OFFICE
T (WJcFKriYHAW(- DBMN&--IMWOEI1eMCCS ESIMAE
EASfW11YHNKRM& HWESNET
PWdE SIMP & PIMP C0NKlE J @ SEA DLN3
rEfA
PUNPCaiam i 1 0 $2.000 SkCH =
$2,000
COIEOOMSUNPBA9W 1 @ $2,500 EAM =
$2,500
12' HDPE (SDR 17) 530 @ $57 PER IF =
$30,210
17 HDPE (DIRECT BORE SDR 11) 30 '@ $125 PER IF = '
$8,750-
12' HDPE (DIRECT BORE SD_ R 17) 210 Q $115 PER IF =
$24,150
SBON3& MUCHM 02 @ $2,500 PER Pb =
$500,
FBNEREMOE& RESET 1 (d $500 EPpi =
$500
PEimnim IMP =
$3,200
DESIGN IMP =
$3,700
_
L H�L(EAS6NBJl5) WNP
CO11NErCN(5 %) - ILMP =
$3,651
TORtSCMAIEI)COSE
$78,681
AREA 6 - PERRY TO HURDLE - 7.3 ACRES
TOWN OF KM HAWK
DARE COMM, NOM CAROLINA
QM HAWK STORMWA70 MANAGBIMT PLM
EAST KM HAWK RD: AND HL DLE ST.
F IMM NO: 8A
SCAM ir-W
07322D KHSW CAMA SHEET 7 OF 9
f FEB 12 2013
I
US 158 BYPASS
�,111uunnu)��
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DATE 01/29/2013
2013 -02 -08 REVISED TO SHOW FIRM ZONES

- -- -PCWdN SlfgT& C<M*CE tSlE3ET - -
„ _ 0 9.3W '
l0 CsN 1� MC 2113
AOm^T:: PmMmSUMP& PUNPcdmL-ICN@j WEQFG TAl3Af1Y
nEM
' ;
PIMP CCNE=
1 C1 $2,000
EkCH =
$2.000
caabicNsLmPBAsN
1 @ $2,500
&CH =
$2,500
12• HDPE (SDR 17)
590_ @1 $57
PER IF =
$33.630
1Y HDPE (DIRECT BORE SDR_ 11)
90 @ $125
PW IF =
$11,250
PAI8Mg4fOPEWC 41i REPAIR
14 @ $72
PER SY =
$1,008
SEECIN3& MUWKB
03 @ $2,500
PER AC =
$750
DRJ-9AAY OPEN cum REPWR
41 6 $65
PER SY =
$2,665
114MEISVIWE
11006 $6
RR 0= _
$6.600
PE3 Muni
IMP =
$4,700
DEEM
IMP =
$6.200
WJiIG3C.Y(5 %)
IUAP
TOPLESIMA73)0XE ,
$74.868
FEB 12 2013 f
r WATER M
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3
ZEMTiON - .`�` CAR d",,,
i
.` 22
Qom• ®���5 /p "!� �:
S A- _ = AREA PRONE TO FLOODING
ALT. #2 PROVIDE SUMP AND pUlllif�` w m
AT INT. OF GOOSANDER AND TATEWAY ,woM R
AOempls A Amrltlet, w.
TOM OF KITTY HAWK
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l0 CsN 1� MC 2113
DARE COIIRY, NOFM CAROL W
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07322D KHSW CAMA SHEET 8 OF 9 2013 -02 -08 REVISED TO SHOW FIRM ZONES

LINDBERGH AVE '—l`-,
w
aMAN17C MEW
I
1
N CROATAN HWY Taws Of Katy tl" - Orehuge hrr�s Cost Eit mete
GRAFyy y���pw- SC
r•• •mil• r YV SCALE
U KDeMb Avenue between ltistak Street d Markh Lane
ne. 1. a /womn ue
131Po 0.3 �'
Im De�8 r8f14 NC 27918
" ftmcB
Pmdde Sump & Pang Camaclon a Sta ft lane
THE PREPARATION OF THIS 0
Lem
um
Fa�c �)N11�63
Dmp idol 1 ® $2.500 each a
AREA PRONE TO FLOODING collection rmws Basin 1 ® S&SW each a
$2.500
IT HDPE (SOR 17) 400 ® $57 per M a
96.220
Ir HDPE (DIRECT BORE SOR 11) 30 ® $125 per e a
$3.750
Sewing & Wild g 0.2 ® $2.500 per ac a
$500
D Open Cd & Repair alb ® $65 p� a
$5.72 0
pemdft a
,►
oesioh km w a
$3.140
Y (5%) koM °
A
Tdd Esudlo d Cost
$49.185
„m,,�
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1 INCH = 200 FT.
6 FKXM NO. 7A
DATE 41/29/2013
Engineering - Surveying - Land Planning
SCALES 1' - 200'
aMAN17C MEW
I
1
N CROATAN HWY Taws Of Katy tl" - Orehuge hrr�s Cost Eit mete
GRAFyy y���pw- SC
r•• •mil• r YV SCALE
U KDeMb Avenue between ltistak Street d Markh Lane
ne. 1. a /womn ue
131Po 0.3 �'
Im De�8 r8f14 NC 27918
" ftmcB
Pmdde Sump & Pang Camaclon a Sta ft lane
THE PREPARATION OF THIS 0
Lem
um
Fa�c �)N11�63
Dmp idol 1 ® $2.500 each a
AREA PRONE TO FLOODING collection rmws Basin 1 ® S&SW each a
$2.500
IT HDPE (SOR 17) 400 ® $57 per M a
96.220
Ir HDPE (DIRECT BORE SOR 11) 30 ® $125 per e a
$3.750
Sewing & Wild g 0.2 ® $2.500 per ac a
$500
D Open Cd & Repair alb ® $65 p� a
$5.72 0
pemdft a
$3.200
oesioh km w a
$3.140
Y (5%) koM °
$2.195
Tdd Esudlo d Cost
$49.185
AREA 5 — LINDBERGH BETWEEN HISTORIC ST. AND STARFISH LN. — 16.1 ACRES
659—M A
I
FEB 12 2013
�rtti>pl�
U.S. 158 BYPASS
``�h�hu a urrrrrrr
CAR, � O �
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''''rrrrrr�rrrrDtf`�''.
melon vwcw roue cucc-r a nc a
,
I
GRAFyy y���pw- SC
r•• •mil• r YV SCALE
Tan d Kitty Hoak - Drainepe Improverrherds Cost Estlhnate
ne. 1. a /womn ue
131Po 0.3 �'
Im De�8 r8f14 NC 27918
" ftmcB
Lehmarglh Atum between Hstak SL & Starlsh tare
THE PREPARATION OF THIS 0
Altemos- Pmhide 0 e Caareation 4om Hkstak Street to SMMsh Lane
um
Fa�c �)N11�63
Dmp idol 1 ® $2.500 each a
$x.500
IT HOPE 450 ® $21 per M a
$9.450
Clearing 0.5 ® 53.500 per ac -
51.750
Grade svwde 750 So per M a
$4.50D
odiewar open ON d Rep* 90 ® $65 Per sy =
WAM
SeedlM 3 Mhddrng 0.5 ® W-500 per ac a
51250
0-IM karw a
53.000
Contingency (5%) kslw a
$1.415
Total EsMuM Cost- 715
melon vwcw roue cucc-r a nc a
,
I
GRAFyy y���pw- SC
r•• •mil• r YV SCALE
DAFT COI M, NORTH CAROLINA
ne. 1. a /womn ue
131Po 0.3 �'
Im De�8 r8f14 NC 27918
" ftmcB
_
THE PREPARATION OF THIS 0
100 200 400
�e
-- ' TOM QF KM ■ AWK
Fa�c �)N11�63
,ti
FIGURE WAS FINANCED tN
'` ' ro`
KITTY HAWK STOMWATM MAN GB43 r PLAN
PART THROUGH A GRANT
Ol•A.e. Ml l p.•w0ld
116emarle
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6 FKXM NO. 7A
DATE 41/29/2013
Engineering - Surveying - Land Planning
SCALES 1' - 200'
melon vwcw roue cucc-r a nc a
,
I

0
COLL.EC71M SIB R480V A11® PUMP
1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH
REINFORCEMENT PER NCDOT 840.45. STRUCTURE SHALL COMPLY
WITH ASTM C913
2. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX
DIMENSIONS.
3. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT
FENCE UNTIL STABILIZATION IS COMPLETE.
TRAFFIC RATED PRECAST REINFORCED
LID FRAME SHALL BE 32" SLOTTED
MANHOLE AND RING. COORDINATE
OPENING WITH NCDOT 840.14.
THE PREPARATION OF THIS
FIGURE WAS FINANCED IN
PART THROUGH A GRANT
PROVIDED BY NCDOT.
(SEE PLANS)
6"
(TMP)
v
REMOVABLE SINGLE OR DUAL
STAND PIPE CONNECTION
6' -8'
EXISTING PAVEMENT
SECTION — NC 12
------- .L-------
230 LF 12" SDR 11 HDPE
r '. • i W
�.i CONCRETE ANCHOR COLLAR
3' 12" SDR 17 (SIZE AND SPACING AS
HDPE PIPE RECOMMENDED BY THE PIPE
MANUFACTURER)
12" SDR 17
HDPE PIPE
DAFT COUNTY, NORTH CAROLM
TOWN OF KITTY HAWK
KITTY HAWK STORMWATM MANAGOWE 11' PLAN
s r DETAIL FOR AREAS 1-7 AND 9
Abonwb 6 Auochow L11
117 West 9. Cbtr smd
PA. 8. 7880
Xo ee,81®1. NC 2791!
Phw 982)441-2117
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CONCRETE COLLAR
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