30554_THE TOWN OF PINE KNOLL SHORES_20020513

CAMA / DREDGE & FILL ^� � 30554
GENERAL PERMIT `t#
Previous permit #
New Modification Complete Reissue Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
Rules attached.
Applicant Name Project Location: County
Address
CityState _ ZIP
Phone # ( ) - `l-" Fax # ( )
Authorized Agent
Affected CW EW [ l PTA R ES ❑ PTS
AEC(s): OEA HHF ❑ IH ❑ UBA N/A
PW S: ❑ FC:
ORW: yes / no PNA yes / no. Crit. Hab. yes / no
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp _
Boathouse/ Boatlift
Beach Bulldozing
Other
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes: no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
Agent or Applicant Printed Name
,--
% `,
Signature/ Please read compliance statement on back of permit
Application Fee(s) Check #
Street Address/ State Road/ Lot #(s) K
Subdivision
City
Phone # ( )_
Adj. Wtr. Body
Closest Maj. Wtr. Body
ZIP_
River Basin
(nat /man /unkn)
(Scale: )
See note on back regarding River Basin rules.
Permit Officer's Signature
IssAng Date
i
Y
Local Planning Jurisdiction
Expiration Date
Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythatthis project is consistentwith the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888-4RCOAST
Fax:[phone]
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-13 Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-395-3900
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 10/05/01

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
May 13, 2002
Town of Pine Knoll Shores
ATTN: Chris Jones
100 Municipal Circle
Pine Knoll Shores, NC 28512
Dear Mr. Jones:
Attached is General Permit #C-30554 to replace the existing bridge # 46, which is 120' x 25'
with a new 120' x 39' bridge adjacent to Bogue Sound on Oakleaf Drive at the crossing of
McNeils Inlet, Pine Knoll Shores, Carteret County.
In order to validate this permit, please sign all three (3) copies as indicated. Retain the white
copy for your files and return the signed yellow and pink copies to us in the enclosed, self-
addressed envelope.
We appreciate your early attention to this matter.
Sincerely,
Bill Arrington
D.O.T. Field Representative
BA/srk
Enclosures
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

A�
r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
May 13, 2002
Town of Pine Knoll Shores
ATTN: Chris Jones
100 Municipal Circle
Pine Knoll Shores, NC 28512
Dear Mr. Jones:
Attached is General Permit #C-30554 to replace the existing bridge # 46, which is 120' x 25'
with a new 120' x 39' bridge adjacent to Bogue Sound on Oakleaf Drive at the crossing of
McNeils Inlet, Pine Knoll Shores, Carteret County.
In order to validate this permit, please sign all three (3) copies as indicated. Retain the white
copy for your files and return the signed yellow and pink copies to us in the enclosed, self-
addressed envelope.
We appreciate your early attention to this matter.
Sincerely,
S/� �-? lt4��
Bill Arrington
D.O.T. Field Representative
BA/srk
Enclosures
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

'ACAMA/ XDREDGE & FILL NO 30554
GENERAL PERMIT r
- Previous permit #
_New ❑Modification Complete Reissue Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC G?7% , Z 3 c 6
I ❑ Rules attached.
Applicant Name- ['J p f"t.� AlAe Kv"o l SkocPS Project Location: County Ccke-fV rlk-'�
Address—/ CC M.%KV\ c: �� �; rC Q- Street Address/ State Road/ Lot #(s) C)rc k )42c b rt�V('__
City _P --� F-.-6k ( S [itfe State iW ZIP 2-UlZ mi- CC5 S ; I.., &? 1 nlc k7o llS
Phone # (;z�54 zq7- y3B Fax # ( ) Lq7y36 5 Subdivision
Authorized Agent C.h ri5 0s s City P1 �� �S 1`6rP ZIP mot'Z�1
Affected ElCW >C EW � ';PTA ('ES X PTS Phone # ( ) River Basin Lo h t -k cn, k
❑ OEA ❑ HHF ^' IH ^' UBA C' N/A n
AEC(s): Adj. Wtr. Body +JUf LLk_ 5 Clty\- na- Lman_/unkn)
❑ PWS: E. FC: l /� -
ORW: yes / o PNA yes / no Crit. Hab. yes / no Closest Maj. Wtr. Body A- i&i2 ✓ c-r ! v\ t LI-C,
Type of Project/ Activity !-�^ , 4{ C' Q r e-17 la
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Buulplldozin
Other (' l Ili r Ctcer4vc
(Scale:-5e e � r r ; o',y
4"4 c�C i S �f � U n i �� %c , V 6 t,-k
5
l 2.0' L X 2 r� i tJ � -kL w 4-1 C�'
ton �
0,6 v' re pare -cc
&014A S - Li - o z,���� ���ecS?/�� OCM 30810z,
CtvJrCI CI.S i.)e-l( CtS IQg9 I r��t CQFkr`c (t' '/Y11
Shoreline Length
$AM g�es no
Sandbags: not sure yes 0.
Moratorium: n/a yes no
Photos: 6D no
Waiver Attached: yes no
A building permit may be required by: i
J rLk /`h�� /1 ;)
('/
Cl-tli .S
n
Notes/ Special Conditions 1 r� S+-
Gt S Q- / /
1 / C. /)C) j
AI- A- - j -IL -­,' . �
Agent or Applicant Printed Name
Signature Please read compli nce statement on back of permit"
)LI
Application Fee(s) Check #
-E b 'In 4-P r-
S
See note on back regarding River Basin rules.
issung uate /Expirafion Date
fk-S xOVJDI''A
Local Planning Jurisdiction Rover File Name

TOWN OF PINE KNOLL SHORES
100 MUNICIPAL CIRCLE
PINE KNOLL SHORES, N.C. 28512
[phone]
FIRST CITIZENS BANK & TRUST COMPANY
MOREHEAD CITY, NC 28557
No. 029024
3-15-2002 29024 $100.00
66-030
531
r�"Y EXACTLY ***100 DOLLARS AND NO CENTS
THIS DISBURSEMENT HAS BEEN APPROVED AS REQUIRED BY PAY
DEHNR THE LOCAL GOVERNMENT BUDGET AND FISCAL CONTROL ACT.
TO THE 151-B HWY 24 JJ
ORDER HESTRON PLAZA II
OF MOREHEAD CITY, NC 28557
I �
i
1150 290 2L,", i:0 5 3 L00 3001: L 3 L 50 L860 Suv

elm
/ r
t

1101 Haynes Street Suite 101 Raleigh, NC 27604 Telephone: [phone] Fax: [phone]
EcoScience
MAR 1 8 2002
March 15, 2002
Mr. Bill Arrington m��CMCH L' E
N.C. Division of Coastal Management
Morehead City District
151-B Highway 24, Hestron Plaza II
Morehead City, North Carolina 28557
RE: Proposed Bridge Replacement on Oakleaf Drive over McNeils 01-077
Inlet (B-4335), Pine Knoll Shores, Carteret County
Dear Bill:
The purpose of this letter and attachments is to notify the N.C. Division of Coastal Management
(DCM) of proposed impacts to estuarine waters associated with replacement of Bridge No. 46 on
Oakleaf Drive over McNeils Inlet in Pine Knoll Shores. The proposed project calls for replacement
at the existing location with an off -site detour. The activity will result in the removal of existing
wood and concrete piles and the insertion of new concrete piles in estuarine public trust waters.
Total jurisdictional area impacts are limited to the insertion of eight 20-inch diameter concrete piles
into an estuarine water bed. Proposed impacts are requested to be authorized under a Coastal Area
Management Act (CAMA) general permit. No vegetated wetlands will be impacted by the project.
No compensatory mitigation is proposed for project impacts.
Bridge No. 46 is a two-lane structure with an overall span of 120 feet and a deck width of 25 feet.
The bridge spans a man-made canal know as McNeils Inlet, which is approximately 96 feet wide and
is bounded on each side by a plastic and wooden bulkhead. Land in the four quadrants of the
crossing is high ground (approximately 10 to 15 feet above sea level), developed and maintained as
residential lots and a community park. The primary vegetation cover in the bridge vicinity is
maintained grasses and herbs. The McNeils Inlet canal is characterized by an unconsolidated bottom
with no submersed aquatic vegetation varying in depth from sea level along the outer fringes of the
channel to 4 feet deep (at mean low tide) at mid -channel. The distance from water surface to the
bottom of bridge is a minimum of 8 feet (at mean high tide).
This permit application includes 1) information attached to this letter and 2) information to be
delivered by the Town of Pine Knoll Sh.,:es. 1 he Town of Pine Knoll Shores (in the person of Mr.
Chris Jones) is going to provide you with evidence of project notification to the adjacent landowners
(green return cards from certified mail) and a check covering the permit fee ($250.00).

EcoScienc: Corporation _, ' u-.6i -"L--w
Mr. Bill Arrington MO R i 8 ZQ02
March 15, 2002
Page 2 cogs ra EAD r-
Please find attached the following information:
• a completed and signed application form DCM-MP- I
• a completed and signed Bridges and Culverts Form DCM-MP-5
• a location map (Figure 1)
• a land -use aerial photograph (Figure 2)
• a letter to the Town of Pine Knoll Shores from the U.S. Coast Guard dated July 8, 2001
• copies of project notification letters to adjacent landowners dated March 14, 2002
• plan views, cross -sections, and typical sections of the proposed bridge replacement
The bridge replacement project is proposed by the Town of Pine Knoll Shores. The contact with the
Town is Mr. Chris Jones, Director of Inspections and Public Property. The permittee should be
designated as The Town of Pine Knoll Shores and the contact address and phone number are as
follows
The Town of Pine Knoll Shores
100 Municipal Circle
Pine Knoll Shores, North Carolina 28512
phone: [phone]
fax: [phone]
Thank you for your assistance on this project. If you have any questions concerning this information,
please do not hesitate to give me a call.
Yours truly,
ECOSCIENCE CORPORATION
r
Alexander P. (Sandy) Smith
Senior Scientist
Attachments
CC: Mr. Ed Wetherill, Wetherill Engineering
Mr. Chris Jones, The Town of Pine Knoll Shores

Form DCM-MP-1
APPLICATI
(To be completed by all applicants) MAk 18 2002
COASTAL MI MANAG
b. Ci , town, un OF�m
i.dF_LL :S D777
1. APPLICANT
nn
a. Landowner: 1��- �/9�� Inw �� f/?� N c57A
Name L//Xi5 c1oNC-s -2 R0l0R IF Alb-ZI 1 pd-ri
j ,'uH' vl (�'N� Kivo SffoRr .f
Address /nc G
city l IV E Ati o�Z S-116 ff s State
Zip <f'�S^/� Day Phone ,�67-� - 4 411 5�35.3
Fax
b. Authorized Agent:
Name
Address
City State
Zip
Fax
Day Phone
c. Project name (if any)
NOTE. Perrrdt %W be issued in nano of kutdowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County C fl /' / E AE T
c. Street address or secondary road number
C�Ft�L��F �iLf o�Fi /lGi✓E��S �,✓1F7
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water pearest promo eqt (e.g. river,
creek, sound, bay) O CA L i L s T po -u 6
SCU,V
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
hidc— c I Xc /9 V RT
w bE Lim TFo Ta hL/y% nIf
��Es"
b. Is the proposed activity maintenance of an"existing
project, new work, or both? R K r E � T U�
ftti r-X1sT,r� t2; A C-E.
c. Will the project be for public, private or commercial
use? C t i h Z i c.
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed please attach
additional pagescc�/1
ffX►S%iNG hRI d c- �`N /� /tES, dElvTi'l9L
dcvELoo1nr71vT P9,D61-- w,LL
_7-,4'AN-ten o RT i4u%,nv/�i,CF' f>`N�
7-
C C 17E 0i �E s Lt)
I✓ l F L �M1r' HL b L Q Lu r V1 rlll--
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract n • %s
b. Size of individual lot(s) . Alil
c. Approximate elevation of tract above MHW or
NWL // T'c /41 r-
d. Soil type(s) and texture(s) of tract
i E t�
e. Vegetation on tract /%����'i�rr_n c-g'�-»Es fhcy
br--- -5 on, gored S�oui,D�RS
f. Man-made features now on tract t,� RX % tic-
ry R, tpZ,,JCfel NT -
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
_�L_ Developed Community
Rural Other
h. How is the tract zoned by local government?
Is the proposed project consistent with the applicable
zoning? Yes No
(Attach Zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes _X_ No
If yes, by whom?
k. Is the project located in. a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes_ No
1. Are there wetlands on the site? Yes No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Anach documentation, if available) W
m. Describe existing wastewater treatment facilities.
/,fi
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) .S eiRFr�ci
RGN o�=F c t<
o. Describe existing drinking water supply source.
Al /9
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrumentVunder
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an S 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM•MP-1
site. include highway or secondary road (SR)
numbers, landmarks, and the lire.
• A Stormwater• Certification, if one is necessary.
• A list of the names and aasthpkte addrtessm of the
adjacent waterfront (riparian) huuh7w=n and
signed return reoelpts as proof tlhat such Owners
have received a copy of the application and plats
by certined 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. Upon signing this form, the applicant
f a-thcr certifies that such notice has bent provided.
Name
Address
Phone
Name fc/ ^IS
Address 19s 0rAlerµf DX,kj i�Z;H�k4 SOC-4i
Phone -.4
/ -
Name %t t. /1i5JAi1 ,`�—[ail.4
Address
tn2 D� L.r��F>c=
���
Phone
• A list of pmvious state or federal permits issued for
work on the project tract. Include permit numbers,
ptanittee, and issuing dates.
• A check for $250 made payable to the Dept of
Environment, Health, and Natural Resotucea
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard -twice for projects in
oceanfront and islet areas.
• A statenuot of compliance with the N.C.
Eavirortmerttal Policy Ad (N.C.G.5. 1113A • 1 to
10) If the project Lovoives lbe etpemliture of public
funds or use of public lu4s, attach a statemnt
documenting compliance with the North Caroiiaa
Eavirorstuental Policy Act.
Rzvi ed 03195
MAR 18 2002
6. CER'
TO ENTER ON LAND
I uadcrstatsd that any permit issued in response to this
application will allow only the development described m
the application. 'The project will be subject to conditions
and restrictions contained ;n the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Progratn and will be
conducted in a manner consist= with such pmgram-
I certify that I ate authorized to gram, and do in fact.
grant pertuission 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 informatkm provided in this
Application is truthful to the beat of my knowledge.
I N NA4czk--i1 Z cc z
This is the _�t_J day of 19
Print Name - Xl Rl S
Signature
Pleat indicate auachnteata pertaining to your proposed
project.
DCM M7-2
Excavation and Fill Information
.� DCM MP-3
Upland Development
_ DCM MP-4
Suucaires Information
X DCM MP-5
Bridges and Culverts
_ DCM MP-6
Marina Developmattt
NOTE: Pleats sign and date each attadmnl In the
space provided ar die bottom of each form.

Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public X Private
b. Type of bridge (construction material)
0- WC RC- rE
c. Water body to be crossed by bridge,
9 `/N E,LS .rVLET N5,�'4 u e(
t'UirH 5"UNO.
d. Water depth at the proposed crossing at MLW or
NWL i- n 4f-�P 1�,r /�I /, t,-,
e. Will proposed bridge replace an existing bridge?
�_ Yes No
If yes,
(1) Length of existing bridge /3?C 1'�-4T
(2) Width of existing bridge a5 Fier T
(3) Navigation clearance underneath existing
bridge -,P /%f 7-
(4) Will all, or a part of, the existing bridge be
removed? (Explain) 7A-- 11AT WF
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
MAK 16 Z09Z
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
Al ✓fc-ET 7r1) e-l-, ti p5 CGccIo( ui�",)
GcCAA/�N" F- Tv 7/nE ltW/�'r' A 5UR/=���
/fir G/1 Ti:bF
j. Will the propos bridge affect existing water flow?
_x____ Yes No
If yes, explain tz)c B C'ngTs' to, 6 �
Gf11,9A's/=L P44-4 :Tc
)qk',' )L-KE
k. Navigation clearance underneath proposed bridge
e 7-
Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? �_ Yes No
If yes, explain T#E T w' d �'c� �n f��ti i s
tt114L AE .SEi,,',P177-,--6 try -47� /rfF7' /�r
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain // `A/,- / 4 5 LL
CN5 ('d F1'1E6 /" N',9V,IGr¢/7,1r--- ,r 4V
Th/E CU S C G _
n. Have you contacted the U.S. Coast Guard
concerning their approval?
_�L— Yes No
If yes, please prov�J}de record of their action.
EE, /gTr/fcf`ED L r- TT—,E/Q 0
Revised 03195

Form DCM-MP-5
2. CULVERTS
a. Water body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes No
e.
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
Will proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert
g. Width of proposed culvert
h. ' Height of the top of the proposed culvert above the
MHW or NWL
Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes _ No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within:
1j[ Coastal Wetlands I/ SAVs A Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any high ound excavation?
Yes No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission from
the owner.
Revised 03195

Forth ACM-MP-5
(4) Will the disimsal area be available for future
maintenance? Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs,,or other wetlands?
Yes No
If yea, give dimensions if different from (2)
above.
(6) goes the disposal area indude. any area below
the MHW or NWL? Yes No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated nwcrial
described in Item d. above) to be placed below
MHW or. NWL? _X Yes No
(I) Length of area to be filled
(2) Width of area to be filled
(3) purpose of fill I 1 � 6 T A � c(
ax, cri s ci � 0 7 Nl' 7'HE
-
f. will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. shove) to be planed within:
Coastal Wetlands ,jC�- SAVs Other Wetlands
If yea,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g_ Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highgrouud? _ X Yes No
If yes,
(I) Length of area to be filled S 3 r« 7
(2) Width of area to be,filled W Fc--: E T
(3) Purpose of fill R 6 r .5 c 4, R r}Q C f
fi,� r LY_ �- H f'r' fi'!'tl •_" /fir u .
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
Revised ON95
b. Will the proposed
any existing utility
If yes, explain in d
MAR 18 2002 I
ct requi�EM
of
A- ! No
M HEAD�`�,�
Will the proposed proj= require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes _ a__.. No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? `kf_-,gin'
1+7,1 Tiff CfJNN: tle-.A- ->�[7CE,v0Ca ;�rjillE ti7
r1 f_ i�vV'cr� Tr. /jams N i%7� 1 Cam_ .
f. What type of construction equipment will be used
(for ldrglie, bakhoe or - hydraulic
c
dredge? OA4P If -4r
f1 it h'� l r' �c'; fit' I [ �l rr o h'm
g. Will wetlands be crossed in transtporting Cquipmen
to project site? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts-
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yea A No
If yes, explain in derail /-- fQ i r /�^ E L . r
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PINE KNOLL 5`iORES.8ROGE 946,
CARTERET COUNTY. REPLACE
\.
BRIDGE ON OAKLEAF DRIVE
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OVER MCNEIL INLET.
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COASTAL MANAGEMENT
C
EcoScience
Corporation
1101 Haynes $fleet. Suite 101
Raiegh, NOM Caro,- 27604
919 828 3433 Fax [phone]
Dwn by. ES
FIGURE
Ckd by:
S.S
Date:
APR 2001
Project: 01-077

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THE TOWN OF PINE KNOLL SHORES
e-mail:[e-mail] website.www.townofpks.com
100 Municipal Circle, Pine Knoll Shores, North Carolina 28512
[phone] - Fax [phone]
March 14, 2002
Ms. Barbara J. Evans ° ° 8�(�
oft
195 Oakleaf Drive
Pine Knoll Shores, N_ C. 28512 . - . A, .atiaG M
Reference: Replacement Bridge for McNeil Inlet
Dear Ms. Evans:
We are now in the process of finalizing the permits that are required for the bridge
replacement project. According to the Division of Coastal Management "Approval
Procedures" 15ANCAC07H.2302, we are required to notify you of the bridge
replacement project that will commence in the near future.
Your comments should be directed to the Division of Coastal Management, 151-B
Highway 24, Hestron Plaza IL Morehead City, N_ C. 28557 within 10 days of receipt of
this letter. No response shall be interpreted as no objection.
Sincerely,
09rvvlo
Chris Jones
Director of Inspections and Public Property
CJ/lb
�J//Jtc-S _

THE TOWN OF PINE KNOLL SHORES
e-mail:admin(a townofpks_com website:www.townofpks_com
100 Municipal Circle, Pine Knoll Shores, North Carolina 28512
[phone] • Fax [phone]
March 14, 2002
Mr. Antoine Malouf
201 Fern Court
Pine Knoll Shores, N. C_ 28512
Reference: Replacement Bridge for McNeil Inlet
Dear Mr. Maloof_
We are now in the process of finalizing the permits that are required for the bridge
replacement project. According to the Division of Coastal Management "Approval
Procedures" 15ANCAC07H_2302, we are required to notify you of the bridge
replacemern project that will commence in the near future.
Your comments should be directed to the Division of Coastal Management, 151-13
Highway 24, Hestron Plaza 11, Morehead City, N. C. 28557 within 10 days of receipt of
this letter. No response shall be interpreted as no objection.
Sincerely,
Chris Jones
Director of Inspections and Public Property
CJAb

THE TOWN OF PINE KNOLL SHORES
e-maH:admin(L52townofpks.com website:www.townofpks.com
100 Municipal Circle, Pine Knoll Shores, North Carolina 28512
[phone] • Fax [phone]
March 14, 2002
Mr. Larry Kacmarcik
PIKSCO Corporation
104 Fern Court
Pine Knoll Shores, N_ C. 28512
Reference: Replacement Bridge for McNeil Inlet
Dear Mr. Kacmarcik:
MAR 18 20OZ
MOREH
We are now in the process of finalizing the permits that are required for the bridge
replacement project. According to the Division of Coastal Management "Approval
Procedures" 15ANCAC07H.2302, we are required to notify you of the bridge
replacement project that wi11 commence in the near future_
Your comments should be directed to the Division of Coastal Management, 151-B
Highway 24, Hestron Plaza IL Morehead City, N. C_ 28557 within 10 days of receipt of
this letter. No response shall be interpreted as no objection.
Sincerely,
Chris Jones
Director of Inspections and Public Property
CJIIb

of, p ine
1 0
THE TOWN OF PINE KNOLL SHORES
U.
F: e-mail:[e-mail] website:www.townofpks.com
100 Municipal Circle, Pine Knoll Shores, North Carolina 28512
[phone] • Fax [phone]
\\°�h Cat��`��
March 14, 2002
Mr. Richard C. Seale �OQ�
202 dakleaf Drive
Pine Knoll Shores, N_ C. 28512
Reference_ Replacement Bridge for McNeil Inlet
Dear Mr. Seale. -
We are now in the process of finalizing the permits that are required for the bridge
replacement project. According to the Division of Coastal Management "Approval
Procedures" 15ANCAC07H.2302, we are required to notify you of the bridge
replacement project that will commence in the near future.
Your comments should be directed to the Division of Coastal Management, 151-B
Highway 24, Hestron Plaza 11, Morehead City, N. C_ 28557 within 10 days of receipt of
this letter. No response shall be interpreted as no objection.
Sincerely,
Chris Jones
Director of Inspections and Public Property
CJ/1b
TOTAL P.O7

From vvetr+en� Enginecnnq, ft To: Nathan Benson Date 'liDJO; rime 1 18 56 PM Page 3 & 3
COMMANDER ATLANTIC AREA AOW
U.S. Orpbrtmarit
of Tronaporftt►0rt
UWtod StOm
Covert Guard
- 7573996334
um d Stat" Court Cuard
Asatft Am
Mr, dim Hunter, Commissioner
To" of Pine Knolls Sborea
100 Municipal Cirvle
Finc Knoll Shores, North Carolitut 28$12
Dear Mr. Hunter:
07110JOI 10:15 Lt:02/02 No:162
431 Crswara :S;W..t
Dortsma/tM, VaL 2VU-SM4
SW 3ymbaLA Wb
phOM: M5r)30 4C=
RA*JQ (757)
16590
W ivL.y_01
Thin is in rcgwd to tho proposed mlaom m of = existing bridge ,acmes McNeil lnicL :nbutary
of Bogue Sound, in Pine Knolls Shore, Nortb Carolina,
Since NcNcil Inle, tributary of Rogue Soused, is tidal it is considered legMly navigable for
Bridge Adminismition pw poses. 7t also meem the critaia ror advante a9prvval waterways
outlined in Title 33, Codte of ]Federal Regukotions, Section 115.^0 at the bridge site. Advance
approval waterways art those that art navigable in law, but not actually nurigated by onset dltan
small boas. 'The Commandant oftbe Coast Guard hm given ius advance approval to the
constitution of bridges acroge such waterways, to an individual bridge permit will not be
required for the construction of a new bridge =oss McNeil inlet.
The fact that a Cojmt Guard perm t is not required doer dot reiievc yot, of the resporwibility for
cornplian" with the requimments of any other Federal, State, or local ag=cy who msy have
j euiacbction over any aspect of the project.
GILL1AM;5sc:9A,TL 0I:Avwb:Y=',
Sincerely,
ANN A D.EATCN
Chief Bridge Ad nLni5tranlon Section
By direction of the Commander
Fifth Coast Guard District
2
AAMcNeil islet:

kQine�
y O
4
�8nered���
March 14, 2002
THE TOWN OF PINE KNOLL SHORES
e-mail:[e-mail] website:www.townofpks.com
Mr. Richard C. Seale
100 Municipal Circle, Pine Knoll Shores, North Carolina 28512
[phone] • Fax [phone]
202 Oakleaf Drive
Pine Knoll Shores, N. C. 28512
Reference: Replacement Bridge for McNeil Inlet
Dear Mr. Seale:
We are now in the process of finalizing the permits that are required for the bridge
replacement project. According to the Division of Coastal Management "Approval
Procedures" 15ANCAC07H.2302, we are required to notify you of the bridge
replacement project that will commence in the near future.
Your comments should be directed to the Division of Coastal Management, 151-13
Highway 24, Hestron Plaza H, Morehead City, N. C. 28557 within 10 days of receipt of
this letter. No response shall be interpreted as no objection.
Sincerely,
6u---f
C�
Chris Jones
Director of Inspections and Public Property
CJ/lb

{pine\
y � O
\o enered
't6 Cato>>
March 14, 2002
THE TOWN OF PINE KNOLL SHORES
e-mail:admin@townofpks_com website:www.townofpks_com
100 Municipal Circle, Pine Knoll Shores, North Carolina 28512
[phone] • Fax [phone]
MAR 21 2002
Mr. Larry Kacmarcik
PIKSCO Corporation
104 Fern Court
Pine Knoll Shores, N.
C. 28512
Reference: Replacement Bridge for McNeil Inlet
Dear Mr. Kacmarcik:
We are now in the process of finalizing the permits that are required for the bridge
replacement project. According to the Division of Coastal Management "Approval
Procedures" 15ANCAC07H.2302, we are required to notify you of the bridge
replacement project that will commence in the near future.
Your comments should be directed to the Division of Coastal Management, 151-B
Highway 24, Hestron Plaza 11, Morehead City, N. C. 28557 within 10 days of receipt of
this letter. No response shall be interpreted as no objection.
Sincerely,
om;� C--�---
Chris Jones
Director of Inspections and Public Property
CJ/lb

, Qine �\
4
�°-th
emdCaro,'°�
March 14, 2002
THE TOWN OF PINE KNOLL SHORES
e-maiI:[e-mail] webs ite:www.town ofpks.com
100 Municipal Circle, Pine Knoll Shores, North Carolina 28512
[phone] • Fax [phone]
Ms. Barbara J. Evans
195 Oakleaf Drive
Pine Knoll Shores, N. C. 28512
Reference: Replacement Bridge for McNeil Inlet
Dear Ms. Evans:
We are now in the process of finalizing the permits that are required for the bridge
replacement project. According to the Division of Coastal Management "Approval
Procedures" 15ANCAC07H.2302, we are required to notify you of the bridge
replacement project that will commence in the near future.
Your comments should be directed to the Division of Coastal Management, 151-B
Highway 24, Hestron Plaza H, Morehead City, N. C. 28557 within 10 days of receipt of
this letter. No response shall be interpreted as no objection.
Sincerely,
Chris Jones
Director of Inspections and Public Property
CJ/lb

/0 pine \
y � O
\\Orth Caro>>�a/
March 14, 2002
THE TOWN OF PINE KNOLL SHORES
e-mail:[e-mail] website:www.townofpks.com
100 Municipal Circle, Pine Knoll Shores, North Carolina 28512
[phone] • Fax [phone]
Mr. Antoine Malouf
201 Fern Court
Pine Knoll Shores, N. C. 28512
Reference: Replacement Bridge for McNeil Inlet
Dear Mr. Malouf.
We are now in the process of finalizing the permits that are required for the bridge
replacement project. According to the Division of Coastal Management "Approval
Procedures" 15ANCAC07H.2302, we are required to notify you of the bridge
replacement project that will commence in the near future.
Your comments should be directed to the Division of Coastal Management, 151-B
Highway 24, Hestron Plaza II, Morehead City, N. C. 28557 within 10 days of receipt of
this letter. No response shall be interpreted as no objection.
Sincerely,
Chris Jones
Director of Inspections and Public Property
CJ/lb

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
{ ■ Attach this card to the back of the mailpiece,
! or on the front if space permits.
1. Article Addressed to:
.�6a- C�aklcQ� 17r.
Shores Jac,
;L9612-
A. Received by (Please Print Clearly) I B. Date of Delivery
C.
Is deliv
If YES,
3.
MAR 2 1 2002
I aZ-
Agentt
Registered 0 Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service label) 1
-'oqc
PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789

saw _
UNITED STATES POSTAL SERVICF� First Class l'Jla'il
Postage & Fees Paid
USPS
Permit No. G-10
•Sender: Please print your name, address, and ZIP+4 in this box
rr•
Iy -I r," /"j {1Cki
TOWN of DINE KNOLL SHORES
100 Municipal Circle
PMe Knoll Shores, NC 28512
CS2 11111111111111111111111I1I1I1fill III III tiff 111111111111111I'll

■ Complete items 1, 2, and 3. Also complete A. Received by ( le se Print
item 4 if Restricted Delivery is desired.C�
■ Print your name and address on the reverse
so that we can return the card to you. C. S' n ure
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
! ►r �iV, I Gmari
PfksL,u Corp,
nc �85t `a-
2. Article Number (Copy from service label)
PS Form 3811, July 1999
B. Date of Delivery
3 ` ( �_C4_
❑ Agent
D. Is delive4 address different from item 12 Q Yes
If YES, enter deliVE d s o
I
MAR 2 1 2002 �
3. Serv' Type COAS,MANAGEMENT
ified Mail ❑ ExpresTAL EHEAD
pr'R'egistered a urn e
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
Domestic Return Receipt
102595-99-M-1789

UNITED STATES POSTAL SERVICE
First -Class Nail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
AtAv )_i 1)6Get
TOWN of PINE KNOLL SHORES
100 Municipal Circle
Pine Knoll Shores, NC 28512
q2 1's!IIIII111IIIiIIIIIIIII11dIIII ! III Ii!!!i!11111111111!11!!Ilt

f Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
l or on the front if space permits.
1. Article Addressed to:
j r bu r�r TF v(3As
Q5 Qc.ac l eat' �
kno61 mhore-s A
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1 2.
from service label)
A. Received by (Please Print Clearly) I B Dat of Delivery ?
C. Sigrat
X r
Agent
❑ Addressee !
D. Is delivery address different from W _ ❑ Yes
If YFgw: r1; O No
21 2002.
3.
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
PS Form 3811, July 1999 Domestic Return Receipt
102595-99-M-1789 ?

UNITED STATES POSTAL SERVICI '\ ; First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
fi/-, : L; /) dq
TOWN of PPE KNOLL SHORES
100 Municipal Circle
Pine Knott Shores, NC 28512
1r)t11111ilill )III llllilt filllllitilflilltlli}fililliFllifiliilli

■ Complete items 1, 2, and 3. Also complete
j item 4 if Restricted Delivery is desired.
f ■ Print your name and address on the reverse
( so that we can return the card to you.
■ Attach this card to the back of the mailpiece
or on the front if space permits.
1
1. Article Addressed to:
j flr) - i i ne- Ma's OU
-11.)1 Oakliea .1cVr,
&,�5)2--
A. Received by (Please Print Clearly) B. Date of Delivery
l �
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X ❑ Agent
❑ Addressee
D. Is delivery address different from 1? ❑Yes
If YES, enter delivery ad
dr _. Q No
3.
Mail
❑ InsAed Mil tav
4. Restricted Delivery? (Extra Fee)
2. Article Number (Copy from service label)
is �9 3 Sao 00of1
❑ Yes
j PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789
l i

UNITED STATES POSTAL SERVICE First -Class Maif-
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
'GOWN of PINE KNOLL SHORES
100 Municipal Circle
PIN Knia►i Shares, NC 28512
`+�'.�i�.. "t'+Z•WC..)i Ilild,,I ii i is i!! 1! 1111 i l i i 11ii lll:i° lelli HI 11.,"11 i 11111111

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N DATUM DESCRIPTION
THE LEGALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED 04 THE STATE PLANE COORDINATES ESTARREVISHED BY
IIL'DOT FOR NCNIMENT 'VERRAZZA'
WITH NAD 83 STATE PLANE GRID COORDINATES OF
AORTHIAG, 351255.aMl EASTIAG 2Gi462idW0
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO WID) IS- 099991314I
THE ND. LAMWN GRID BEAR116
LOCALIZED HORIZONTAL MIND DISTANCE FROM
VERRAZZA' TO -TREY- STATION 10+00E0 IS
N 62' 45'(Ai5' E 5916205 (f0
Aft LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICALWV9 USED IS AWO 29
EJX.AR IWEWGTON
-TREY- POT Sta- /O+OO.00 LYN TOH -Lf
GLENAdACFADOEN
14
11
-.7N I 1
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OFF 40
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WY AL LANGDOII
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BEGIN BRIDGE /6+45A0 /6+45.00
LREV- /5+06..j0 42Ad 42A0
END RETAINING
(STD. B4202 A +2 31
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R-6
F — -- — i I _ Exlsr. R/W
/ EXIST. R/W O I
o O I xe,
(D wa I
I
I . � /4+/8 3
-[Rtl - PC Sfa A6+N7� LREV- /4+0230 (E RIW)
SKETCH ENO BRIDOE / ADAn N RELA7011SHP BEGIN C & G 14+�18ry23
W 40 Jl
R NAGLE i s RLLUY_C. BAILEY M CARROLL1F TOLER.Jt.
Y4WGARET HAGS E a Y JABAILEY ,JA1E GHO=SON ETAL �a wRKe
i non K. FREO BORN- Toa eanw
Ter. t� W wf ML � IY q�jLT'�p.IIII.
11(ylUl utw. waw
�L- POT Sta. 6+T3.84 tw ^.•..r. �e /
MAR i 8 2002 -LREV- POT Sta. a+58Z -BL- POT Sta 1+0901
OFF DA -LREV- POT Sta. 14+93.3Z
OFF 8.40
n
J
ETHERIL .1
ENGINEERING...
°o 0 (EXISTR/W)
I 15+00
46-W
3
l4 50 U0 w
l5+ 897 a
sa 3
30 4'
wr (EXl R/W)
NORGAN S.FOIJU O
r
B�1eeEjjjjTTYFOULK x
I./�t VwTw Z_
wt IJm K tL /
u to ttu n. tt� ao
-LREV- PC S7o.16+4/JI
)a /
)
ROBOT J. EVANS
e./ wle
MRBARA EVAHS
ei 0(K�
.� cwr wea ale..w
ArsK ■
�. oa owa/t
4FT X 20F7 PERMANENT SOIL
REINFORCEMENT MATTING (SEE DETAIL-_)
-LREV- IG
END C & ���
IlART1N KFJ�IR/N ROOe/e erc+w
LAYI
00
/7+27
ELXi
Mr—Alm
-BL- POT Sto
-LREV- POT S
OFF 12.30
;,off
l
n
,L = T 50 272' (RT)
D = P /5' DOA'
L = /47.9'
T = 73.64'
R = 4,583.W
SE = NC
76
\
i 0 O\
I
l ®. 00
PROJECT REFERENCE NO. SHEET NO.
B-4335 4
R,W SHEET NO.
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLANS
w NOT UBR FOR R/i Acoum oN
INCOMPLETE PLANS
1M NdT U6R ROR R/F ACVUffiITION
-BL- POT Stu. R 4A2
-LREV- POT Sta 24.70
OFF 8Rl
all
I �►� :�t�,f) OOa• O O
29.85'
(EXIST.R/W)
i,IBETiL1 L BELC7Qt 1 0 1 YPS IN.7ER RND. JL
.�- II `I � Vim
IW ME 1frm1
L.� ALBERT VA70SQDELFT1 SAL VA TORE LOOM
-LREV- /7f0330 ETLOf -LREV- PT SIa.17+88�8 ��%►:� SRusnr
END C & G K'��+^e ���
w n.w n to nnnr r.
w w tx Ma ao �. r ter wu twte
4FT X 20FT PERMANENT SOIL
REINFORCEMENT MATTING (SEE DETAIL
TBM #1 TBM #2
IN POWER POLE IN 36" HARDWOOD
-LREV- STA. 14+21.70 LT. -LREV- STA. 17+13.96 RT.
OFF. 32.11 RT EL. = 12.01 _ °' OFF 51.73 LT EL. = 11.06
----------- Mill
mm -
�m
I.
.r.11l dr -" EII.�C •..... JIB •�. R� 'b ,
i1
11 . • : Ilr
EL
1
emm ....
,.. : ,
Now
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE - NA CFS
DESIGN FREQUENCY - NA YRS
DESM HN ELEVATION - NA FT
BASE DISCHARGE - NA CFS
BASE FREQUENCY - 000 YRS
BASE FAY ELEVATION - 73 FT
OVERTOPPING DISCHARGE - NA CFS
OVERTOPPING FREQUENCY +500YRS
OVERTOPPING ELEVATION - 9.5 FT
- FT
DATE OF SURVEY - 04/25/DI
WS.ELEVAFOV AT - DATE OF SURVEY _Os TO
+per T OK1
an
1 10 11 12 13 14 15 16 17 18 19 20 21 22 1
I -LREV- /4+96' 0 40
l I I EG/N ETA/N/NG _ wT
o� 1 �b00 118 I b ALL (ST1»B42A2' lREV- /6+2B3 ii
I V 0 \ PS 0 1 l i 'END BR/LSE
v 1 T PoST
1
£xlsr. ftiw , I _I E r. R/w 6I
me B I \ F
c_lv,
76' DR.
F
_ If
R-6
F — -- — i I _ Exlsr. R/W
/ EXIST. R/W O I
o O I xe,
(D wa I
I
I . � /4+/8 3
-[Rtl - PC Sfa A6+N7� LREV- /4+0230 (E RIW)
SKETCH ENO BRIDOE / ADAn N RELA7011SHP BEGIN C & G 14+�18ry23
W 40 Jl
R NAGLE i s RLLUY_C. BAILEY M CARROLL1F TOLER.Jt.
Y4WGARET HAGS E a Y JABAILEY ,JA1E GHO=SON ETAL �a wRKe
i non K. FREO BORN- Toa eanw
Ter. t� W wf ML � IY q�jLT'�p.IIII.
11(ylUl utw. waw
�L- POT Sta. 6+T3.84 tw ^.•..r. �e /
MAR i 8 2002 -LREV- POT Sta. a+58Z -BL- POT Sta 1+0901
OFF DA -LREV- POT Sta. 14+93.3Z
OFF 8.40
n
J
ETHERIL .1
ENGINEERING...
°o 0 (EXISTR/W)
I 15+00
46-W
3
l4 50 U0 w
l5+ 897 a
sa 3
30 4'
wr (EXl R/W)
NORGAN S.FOIJU O
r
B�1eeEjjjjTTYFOULK x
I./�t VwTw Z_
wt IJm K tL /
u to ttu n. tt� ao
-LREV- PC S7o.16+4/JI
)a /
)
ROBOT J. EVANS
e./ wle
MRBARA EVAHS
ei 0(K�
.� cwr wea ale..w
ArsK ■
�. oa owa/t
4FT X 20F7 PERMANENT SOIL
REINFORCEMENT MATTING (SEE DETAIL-_)
-LREV- IG
END C & ���
IlART1N KFJ�IR/N ROOe/e erc+w
LAYI
00
/7+27
ELXi
Mr—Alm
-BL- POT Sto
-LREV- POT S
OFF 12.30
;,off
l
n
,L = T 50 272' (RT)
D = P /5' DOA'
L = /47.9'
T = 73.64'
R = 4,583.W
SE = NC
76
\
i 0 O\
I
l ®. 00
PROJECT REFERENCE NO. SHEET NO.
B-4335 4
R,W SHEET NO.
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLANS
w NOT UBR FOR R/i Acoum oN
INCOMPLETE PLANS
1M NdT U6R ROR R/F ACVUffiITION
-BL- POT Stu. R 4A2
-LREV- POT Sta 24.70
OFF 8Rl
all
I �►� :�t�,f) OOa• O O
29.85'
(EXIST.R/W)
i,IBETiL1 L BELC7Qt 1 0 1 YPS IN.7ER RND. JL
.�- II `I � Vim
IW ME 1frm1
L.� ALBERT VA70SQDELFT1 SAL VA TORE LOOM
-LREV- /7f0330 ETLOf -LREV- PT SIa.17+88�8 ��%►:� SRusnr
END C & G K'��+^e ���
w n.w n to nnnr r.
w w tx Ma ao �. r ter wu twte
4FT X 20FT PERMANENT SOIL
REINFORCEMENT MATTING (SEE DETAIL
TBM #1 TBM #2
IN POWER POLE IN 36" HARDWOOD
-LREV- STA. 14+21.70 LT. -LREV- STA. 17+13.96 RT.
OFF. 32.11 RT EL. = 12.01 _ °' OFF 51.73 LT EL. = 11.06
----------- Mill
mm -
�m
I.
.r.11l dr -" EII.�C •..... JIB •�. R� 'b ,
i1
11 . • : Ilr
EL
1
emm ....
,.. : ,
Now
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE - NA CFS
DESIGN FREQUENCY - NA YRS
DESM HN ELEVATION - NA FT
BASE DISCHARGE - NA CFS
BASE FREQUENCY - 000 YRS
BASE FAY ELEVATION - 73 FT
OVERTOPPING DISCHARGE - NA CFS
OVERTOPPING FREQUENCY +500YRS
OVERTOPPING ELEVATION - 9.5 FT
- FT
DATE OF SURVEY - 04/25/DI
WS.ELEVAFOV AT - DATE OF SURVEY _Os TO
+per T OK1
an
1 10 11 12 13 14 15 16 17 18 19 20 21 22 1
00
/7+27
ELXi
Mr—Alm
-BL- POT Sto
-LREV- POT S
OFF 12.30
;,off
l
n
,L = T 50 272' (RT)
D = P /5' DOA'
L = /47.9'
T = 73.64'
R = 4,583.W
SE = NC
76
\
i 0 O\
I
l ®. 00
PROJECT REFERENCE NO. SHEET NO.
B-4335 4
R,W SHEET NO.
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLANS
w NOT UBR FOR R/i Acoum oN
INCOMPLETE PLANS
1M NdT U6R ROR R/F ACVUffiITION
-BL- POT Stu. R 4A2
-LREV- POT Sta 24.70
OFF 8Rl
all
I �►� :�t�,f) OOa• O O
29.85'
(EXIST.R/W)
i,IBETiL1 L BELC7Qt 1 0 1 YPS IN.7ER RND. JL
.�- II `I � Vim
IW ME 1frm1
L.� ALBERT VA70SQDELFT1 SAL VA TORE LOOM
-LREV- /7f0330 ETLOf -LREV- PT SIa.17+88�8 ��%►:� SRusnr
END C & G K'��+^e ���
w n.w n to nnnr r.
w w tx Ma ao �. r ter wu twte
4FT X 20FT PERMANENT SOIL
REINFORCEMENT MATTING (SEE DETAIL
TBM #1 TBM #2
IN POWER POLE IN 36" HARDWOOD
-LREV- STA. 14+21.70 LT. -LREV- STA. 17+13.96 RT.
OFF. 32.11 RT EL. = 12.01 _ °' OFF 51.73 LT EL. = 11.06
----------- Mill
mm -
�m
I.
.r.11l dr -" EII.�C •..... JIB •�. R� 'b ,
i1
11 . • : Ilr
EL
1
emm ....
,.. : ,
Now
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE - NA CFS
DESIGN FREQUENCY - NA YRS
DESM HN ELEVATION - NA FT
BASE DISCHARGE - NA CFS
BASE FREQUENCY - 000 YRS
BASE FAY ELEVATION - 73 FT
OVERTOPPING DISCHARGE - NA CFS
OVERTOPPING FREQUENCY +500YRS
OVERTOPPING ELEVATION - 9.5 FT
- FT
DATE OF SURVEY - 04/25/DI
WS.ELEVAFOV AT - DATE OF SURVEY _Os TO
+per T OK1
an
1 10 11 12 13 14 15 16 17 18 19 20 21 22 1
TBM #1 TBM #2
IN POWER POLE IN 36" HARDWOOD
-LREV- STA. 14+21.70 LT. -LREV- STA. 17+13.96 RT.
OFF. 32.11 RT EL. = 12.01 _ °' OFF 51.73 LT EL. = 11.06
----------- Mill
mm -
�m
I.
.r.11l dr -" EII.�C •..... JIB •�. R� 'b ,
i1
11 . • : Ilr
EL
1
emm ....
,.. : ,
Now
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE - NA CFS
DESIGN FREQUENCY - NA YRS
DESM HN ELEVATION - NA FT
BASE DISCHARGE - NA CFS
BASE FREQUENCY - 000 YRS
BASE FAY ELEVATION - 73 FT
OVERTOPPING DISCHARGE - NA CFS
OVERTOPPING FREQUENCY +500YRS
OVERTOPPING ELEVATION - 9.5 FT
- FT
DATE OF SURVEY - 04/25/DI
WS.ELEVAFOV AT - DATE OF SURVEY _Os TO
+per T OK1
an
1 10 11 12 13 14 15 16 17 18 19 20 21 22 1
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE - NA CFS
DESIGN FREQUENCY - NA YRS
DESM HN ELEVATION - NA FT
BASE DISCHARGE - NA CFS
BASE FREQUENCY - 000 YRS
BASE FAY ELEVATION - 73 FT
OVERTOPPING DISCHARGE - NA CFS
OVERTOPPING FREQUENCY +500YRS
OVERTOPPING ELEVATION - 9.5 FT
- FT
DATE OF SURVEY - 04/25/DI
WS.ELEVAFOV AT - DATE OF SURVEY _Os TO
+per T OK1
an
1 10 11 12 13 14 15 16 17 18 19 20 21 22 1
an
1 10 11 12 13 14 15 16 17 18 19 20 21 22 1

14+00 tm 15+00
Ell
+m
17#W
FEDERAL AID PROUEGT NQ 8RZ-0299 (1)
�i FILL f CJ END BEN
STA 15.0830
rGRADE POINT EL 1599
APPROXIMATE EXISTING
GROUND LINE
Vo
— p; \gyp* \a0R 1A9, �hpr
E� \�
12" PRESTRESSED
CONCRETE PILES—
.. 1
'LL FACE (a END BENT 1
'A 15.06JO -LREV:
ow 1 IV"'
A MI OSA BLVD.
FIX. EXP. EXP
lop \p•.
0� gyp.
20" PRESTRESSED
CONCRETE PILES
FIX. EXP. FJ��FX
�HWS 6,0`.
(1999)
+� SURVEY WS 1.0' t (4.26-01)
1 ( 1.0' TO 17 s TIDAL FLOW)
.ap- •''pY gip. �vo
20" PRESTRESSED
CONCRETE PILES
SECT ION ALONG V -L REV. -
(END BENTS AND BENT ON SECTION AT RIGHT ANGLES TO BENTS)
�I
rnljl
1
gl I
~
ti
�IMIII
xl Ml
�I
1
I•--C BRIDGE
$IMI
I STA 15-683D -L REV.
1`II
I
WP_3
I
15.4330 -LREV.
STA 15.9330 -LREV:
I ,
BENT 1+1
I
BENT 2- 1
I I
II
1
I
I
I I
III
III
I
I II I
1
1
R'YPJ
I
1
W I
I
i
wl 1
II
I
,III
I
R'
025XY �•4.15987
PV I • 16.78D0 -L REV:
FILL FACE (J END BENT 2 EL • 1557
STA 16.2830 L 90'00
GRADE POINT EL 15.69 SAW AWA
\y4 v� pY v\pp. `,gyp' `gyp• \p.
12 " PRESTRESSED
CONCRETE PILES
W.P. 4
FILL FACE 0 END BE
STA 16.2830 -LREV:
I I �
II
15'-0" 50'•0 350 1
l II R
I 120'-0" TOTAL LENGTH OF F6E 1_
n (FILL FAC TO FILL A:
ti PLAN
(PILES NOT SHOWN FOR CLARITY)
DRAWN BY, DATE: �'_...
N O CHECKED BT,
16-3930 -LREV:
C -L REV:
ASSUMED LIVE LOAD • HS 20 OR ALTERNATE LOADING.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH
THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR SEISMIC DESIGN OF HIGHWAY BRIDGES FOR SEISMIC
PERFORMANCE CATEGORY -A-.
FOUNDATION TYPE WILL BE DETERMINED AFTER FOUNDATION
RECOMMENDATIONS ARE RECEIVED.
THIS STRUCTURE CONTAINS THE NECESSARY CORROSION
PROTECTION REQUIRED FOR A CORROSIVE SITE.
HYDRAULIC DATA
DESIGN DISCHARGE
N/A
FREOUENCY OF DESIGN FLOOD
N/A
DESIGN HIGH WATER ELEV.
N/A
DRAINAGE AREA
N/A
BASIC DISCHARGE (O1OO)
N/A
BASIC HIGH WATER ELEV.
73'
OVERTOPPING FLOOD
DATA
OVERTOPPING
FREOUENCY OF OVERTOPPING FLOOD
500 YRS.
OVERTOPPING FLOOD ELEV.
9A'
-L REV: HORIZONTAL
PI STA • 17- 15.35
• 1 150'-27 " RT.
T • 73.64'
R • 4583.66'
L • 14727'
TO NC 58
PROJECT NO........ 8-4335- - - - - - . -
PROGRESS DRAWING ....... CARTERET........... COUNTY
DO NOT USE FOR �_
CONSTRUCT ION STATION: --i5--- - .30
- - - - - - - 4REV ..........
SEAL `
o: 10773
C 2 m
,.I.I,^vo.c ew
Av �51 W)
D.WWC [CSC) - OS/PS - COKSFI.C)d OWWA1d
STATE OF WATM CAA NA
DEPARTMENT OF TRANSPORTATION
AALVCM
PRELIMINARY
GENERAL DRAWING FOR
BRIDGE ON OAKLEAF DRZVE OVER
M.QNEILS INLET BETWEEN
WTHORNE DRIVE AND CEDAR ROAL
,IEVISIONS

39'-0 "
I+— -L RE
I
(CLEAR ROADWAY)
/2'-0 "
12'-0-
5'-6 "
1
ANCHOR ASSEMBLY
(TYPJ
OD2 FTJFT. 0D2 FTJFT.
00 00 00 00 100-1-00 oo 00 1 00 00 O 00 00
f I
3'-0" x 1'-9" CORED SLAB UNIT (TYPJ DRAINC�P E
I
13-3'-0" x 1'-9" PRESTRESSED CONCRETE CORED SLAB UNITS
i MAR 18 2002
[1M Z: NA/L 7N Jb HAKUW000 7J3' L1.Ur S/ A. 1/+ 1.99b. tL 1 1.05
z
I
V)
z Ir T: I
I
POST I
PROPOSED �I
$O
'i
c
�i��y� I Z
I 7 POST I
$ /
I
0/. 1`
O
;A
POST I
I
/ POST
CANO p1)
ANOPr'J
�—t o
T
w o► w- w
Pos
P wz '1s
E uHE
1 i
—
^ /
\ O SIGN
\
F T
\
\ 1
TELE
PED.
LEG 1 I� F
o
I F
-
F
eoz I I
0
I
1 1
LP TANK I /
C
�1
0
0 / I
1�
FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVISIONS.
LOCATION SKETCH
o t w-- OJie-_
a V,� it ,
�Q (r< S
s�
PROJECT NO........ B-4M5........
PROGRESS QRoW ING
..... - .CARTERET ........... COUNTY
DO NOT USE FOR
CONSTRUCTION STATION:. f4464M. -LREV.
SHEET 2 OF 2. REPLACES BRIDGE NO. 46

Richard S. Seale
202 Oakleaf Drive
Pine Knoll Shores NC 28512
252-726-0930
Fax [phone]
Friday, March 15
Ms.Kathy Vinson LCO
14 Z002
CAMA/NCDENR-Div of CM
Hestron Plaza II 151-B Hiway 24 7A� MAAG ME
Morehead City, NC 28557 MOREHEAp
Dear Ms. Vinson:
This letter is sent to your office as directed in a certified letter that we received today, March
15,2001 from the Town of Pine Knoll Shores (PKS). The letter states that PKS is in the process
of getting "final permits" required for the McNeil Inlet Bridge on Oakleaf Dr.
Some months ago, residents to be impacted by the bridge project met with PKS and contract
engineering persons to learn more about the specifics of the bridge project. During that meeting
many of the residents on either side of the bridge voiced concerns about what the new bridge
increased deck size and access profiles would do to water drainage and driveway access and
egress safety. These concerns included drainage of rainwater off of the bridge deck versus the
current "through the deck", water accumulations in yards due to the access profiles blocking
current water flows, and fears of residential flooding due to these changes.
At the conclusion of that meeting, PKS promised the impacted residents that they would be kept
advised of the bridge project protocols. I personally have heard nothing since that meeting.
PKS promised to have at least another meeting for the impacted residents before anything "final"
was decided upon. The wording in the certified letter I just received from PKS clearly states that
PKS "is now in the process of finalizing the permits that are required for the bridge replacement
project." I feel the NC Division of Coastal Management needs to be made officially aware of the
"missing" meetings promised by PKS before anything "final" is done. I do not know what the final
Permits entail, but I do not want any horses getting ahead of any carts i trust yotir office will not
issue any "final' permits until the above resident concerns have been dealt with.
I look forward to your offices written response. I will be out of town Monday and Tuesday,
March 18 & 19 but as you can see I have provided my home office phone (with answering
machine) and fax numbers in the letterhead above.
Sincerel ,
Richard C
Page 1 of 1

�CF WATFR� Michael F. Easley, Governor
William G. Ross, Jr., Secretary
c North Carolina Department of Environment and Natural Resources
� r
J
p Gregory J. Thorpe, Ph.D., Acting Director
Divisi6h of Water Quality
Wilmington Regional Office
April 24, 2002
CERTIFIED MAIL 97002 0460 0000 4340 3764
RETURN RECEIPT REQUESTED MAY 0 2 2002
Ms. Betty Carr, Town Administrator
Town of Pine Knoll Shores
100 Municipal Circle
Pine Knoll Shores, NC 28512
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
B-4335 McNeils Inlet Bridge Replacement
Stormwater Project No. SW8020425
Dear Ms. Carr: Carteret County
On April 18, 2002, the Wilmington Regional Office received a copy of a CAMA Application for B-4335
McNeils Inlet Bridge Replacement. The North Carolina Administrative Code requires any project that must receive
either Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a
Stormwater Management Permit by the Division of Water Quality. Any construction on the subject site, prior to
receipt of the required permit, will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate
enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form,
fee, and supporting documentation, or a written response regarding the status of this project and the expected
submittal date must be received in this Office no later than May 24, 2002. Failure to respond to this request may
result in the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter
must NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water Quality
Supervisor. Please reference the Project Number above on all correspondence. Ifyou have any questions, please
call me at (910)-395-3900.
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\STORMSUB\020425.Apr
cc: Katrina Marshall, Carteret County Building Inspections
CAMA (Morehead)
Linda Lewis
Central Files
4
N ENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Deck drains
Subject: Deck drains
Date: Wed, 01 May 2002 14:11:24 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: Bill Arrington <[e-mail]>
Mr. Arrington:
The stormwater rules require DOT to do the best they can do regarding
road and bridge projects. Our stance on deck drains is to encourage the
elimination of direct discharges to waters of the State.
Linda
1 of 1 5/13/02 1:10