30559_NC DOT_20020702

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CAMA /'-, DREDGE &FILL
4
1050
GENERAL PERMIT
v
Boat ramp
Previous permit #
i
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 I SA NCACC-
❑ Rules attached.
Applicant Name
Project Location: County
Address C' ( l t
Street Address/ State Road/ Lot #(s) f f
City , l j State t ; C ZIP
,7 �.
Beach Bulldozing
Phone # Fax # O
_ Subdivision
Authorized Agent �.. �/ 7(; ,_ .. ' f
City ZIP
Other
1 2
v
CW MEW ❑ PTA 5ZES F= PTS
Affected
` ''Phone # ( ) River Basin
- –
-
OEA ❑ HHF ❑ IH ElUBA 1-1 N/A AEC(s):
Adj. Wtr. Body
fat /man /unkn
PWS: ❑FC:)
- _- _
Vt
ORW: yes / no PNA ryes)'/ no Crit. Hab.
yes / no Closest Maj. Wtr. Body
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
—1 -
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= - -t47
�.
—_
-
v
Boat ramp
i
--A,--
Boathouse/ Boatlift
Beach Bulldozing
Other
-4-
v
`i
5
i
Vt
;-
-+ -
Shoreline Length
�
-
SAV: not sure
yes no�
'
_
f
r
�
t
Sandbags: not sure
yes no
r•- u;
Moratorium: n/a yes no
Photos: yes no 1 -
Waiver
+- - - - - -- -
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
Agent or Applicant Printed %.e
Signature Please read compliance statement on backof permit"
Application Fee(s) Check #
(Scale:
CSee note on back regarding River Basin rules.
Permit Officer's Signature
Issding Date Expiration Date
Local PlanningJurisdiction 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, certify that this project is consistent with 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
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888-4RCOAST
Fax: [phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza If
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

A�
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
July 2, 2002
NC Department of Transportation
ATTN: Mr. Jay Johnson
P.O. Box 1587
Greenville, NC 27835
Dear Mr. Johnson:
Attached are General Permits #C-30557 to replace Bridge # 31 in Craven County on SR 1478,
30558 to replace the culvert in Carteret County on SR 1469 & 1470, and 30559 to replace
culverts on SR 1321 in Carteret County.
In order to validate these permits, please sign all three (3) copies of each general permit as
indicated. Retain the white copies 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 \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

j<CAMA / /'CDREDGE & FILL N? 30559
GENERAL PERMIT Previous permit# N P
XNew ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit is ued 1
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 I SA NCAC 0 14 , Z 3 c o
❑R I h d
Type of Project/ Activity C L, / L"e--'�
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 �f
Other ' l+ C �aTS
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: <::yes> no
Waiver Attached: es no
u es attac e .
Project Location: County 4:�_C1r.+*r-e+
Street Address/ State R/o�ad/ Lot #(s) ,S R J ,3 2 1 4-k( ,'asS c(,V
O� 4��c�� f 5 (l.-fFQ {•LCI Tr Tt'. ' AS L5 Cr' FK
Subdivision
City fl', I,01 of g4eyI ZIP -
Phone # ( ) River ''Basin Neu6,,E-
Adj. Wtr. Body— 4400-S C'f 2 F Irrnat)/man /unkn)
Closest Maj. Wtr. Body f YP_, t(S C � f, 1,4', h
(Scale: C r 61 rG L✓c q
PIPE f - Nerf 4fewI4 Tvtr.
Pz J 14t,s5 Cr«�
GIMP
I�c� Sy P+ ccs
'�k 3 r --
re-
/V e- 0 48'' u610 /-SGP - / 30 9�.
pr�q _ -Fr -, --C S� n C� 7"TusS Cf e e' L
J ` j�''���e../rc
0nl �il� o [[ Op `I - /Vo 4S66 /,N Ct LIS
Q I f-
rlJ 5- �,-I --o T, wt S C��r !-
A building permit may be required by: See note on back regarding River Basin rules.
Notes/ Special Conditions C' %A5T1 ce 1- 49 L4'Y`t'
/ (t;r u I �- S
Agent or Applicant Printed Name
Signature ** Please read compliance statementon backof permit*
I D('= .In7y 7
Application Fee(s) Check #
Permit Officer's Signature /
c `7 / c
Is ing Vate Expiration Date
fir--{eo e+ (1, X 70 117
Local Planning Jurisdiction Rover File Name
MC
OOT
Applicant Name
Address PCI box
15,E7
City 61'42.1t' -t?;
1),e—
_-State CC,
ZIP -2-7935-
Phone # (25--L) Un Cj () Fax` # ( )
Authorized Agent
n 1'.►\ SC_.Y\
Affected X CW
KEW
y'Z PTA (RES
X PTS
AEC(s): ❑ OEA
❑ HHF
❑ IH El UBA
❑ N/A
E PWS:
❑ FC:
ORW: yes /no
PNA
yes /no Crit.
Hab. yes / no
Type of Project/ Activity C L, / L"e--'�
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 �f
Other ' l+ C �aTS
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: <::yes> no
Waiver Attached: es no
u es attac e .
Project Location: County 4:�_C1r.+*r-e+
Street Address/ State R/o�ad/ Lot #(s) ,S R J ,3 2 1 4-k( ,'asS c(,V
O� 4��c�� f 5 (l.-fFQ {•LCI Tr Tt'. ' AS L5 Cr' FK
Subdivision
City fl', I,01 of g4eyI ZIP -
Phone # ( ) River ''Basin Neu6,,E-
Adj. Wtr. Body— 4400-S C'f 2 F Irrnat)/man /unkn)
Closest Maj. Wtr. Body f YP_, t(S C � f, 1,4', h
(Scale: C r 61 rG L✓c q
PIPE f - Nerf 4fewI4 Tvtr.
Pz J 14t,s5 Cr«�
GIMP
I�c� Sy P+ ccs
'�k 3 r --
re-
/V e- 0 48'' u610 /-SGP - / 30 9�.
pr�q _ -Fr -, --C S� n C� 7"TusS Cf e e' L
J ` j�''���e../rc
0nl �il� o [[ Op `I - /Vo 4S66 /,N Ct LIS
Q I f-
rlJ 5- �,-I --o T, wt S C��r !-
A building permit may be required by: See note on back regarding River Basin rules.
Notes/ Special Conditions C' %A5T1 ce 1- 49 L4'Y`t'
/ (t;r u I �- S
Agent or Applicant Printed Name
Signature ** Please read compliance statementon backof permit*
I D('= .In7y 7
Application Fee(s) Check #
Permit Officer's Signature /
c `7 / c
Is ing Vate Expiration Date
fir--{eo e+ (1, X 70 117
Local Planning Jurisdiction Rover File Name

DEPARTMENT OF TRANSPORTATION
DIVISION 02 OFFICE
P. O. BOX 1587
GREENVILLE, NC 27835
Pay
Pay N.C.D.E.N.R.
to the
Order of GREENVILLE, NC 27835
677" .S o' --s�_ --
DATE 05/28/2002
66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
r♦ .. r•»� r r rt r r r+♦ s s r r r w•♦► .r »• r r♦ r r» r r r
111000097Lt?", 1:053110S940: 9111000111 6 4 21►'
��,OOURR-l-►-l'/�/ i2► -/'11H. ONF ZERO ZERO PERIOD ZERO ZERO
&.,k . L'
AUTHORIZED SIGNAI URE

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 Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No
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).
f. Will proposed bridge replace an existing culvert(s)?
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 orNWL
(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
Revised 03/95
'T
Ati l�A�.��1A�FN1E�
j. Will the proposed bridge affect existing water flow?
_ _Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes _ No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
Tributary to Adams Creek
b. Number of culverts proposed Pipe 2 = 2 Pipes Pipe 3
= 2 Pipes Pipe 4 = 1 pipe Pipe 5 = 1 pipe
c. Type of culvert (construction material, style)
Aluminum
d. Will proposed culvert replace an existing bridge?
Yes X No
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)
e. Will proposed culvert replace an existing culvert?

Form DCM-MP-5
X Yes --No
If yes,
(1) Length of existing culvert Pipe 2 = 50' Pipe
3 = 50' Pipe 4 = 36' Pipe 5 = 28'
(2) Width of existing culvert Pipe 2 = 48" Pipe 3
= 48" Pipe 4 = 48" Pipe 5 = 36"
(3) Height of the top of the existing culvert above
the MHW or NWL Pipe 2,3,4 =.5"& 5 = 0"
(4) Will all, or a part of, the existing culvert be
removed? (Explain)Yes, The existing culvert
will be removed and replaced with the new
culvert.
f. Length of proposed culvert Pipe 2,3,4 = 60'& 5 =
48'
g. Width of proposed culvert Pipe 2,3,4, = 48" & 5 =
48"
h. Height of the top of the proposed culvert above the
MHW or NWL Pipe 2,3 =1.4' & 4 &5 =1'
i. Will the proposed culvert affect existing water flow?
Yes X_ No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X 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?
X _Yes , _ No
If yes,
(1) Length of area to be excavated Pipe 2 & 3
= 62' Pipe 4 = 62'& Pipe 5 = 50,
(2) Width of area to be excavated Pipe 2 & 3
= 12'Pipe 4 & 5 = 6'
(3) Depth of area to be excavated Pipe 2 & 3
= 3.6' Pipe 4 & 5 = 4'
(4) Amount of material to be excavated in cubic
yards Pipe 2 & 3 = 744 sg.ft. each Pipe 4 &
5 = 372 sq. ft. each
b. Will the placement of the proposed bridge or culvert
require any excavation within:
X Coastal Wetlands _ SAVs Other Wetlands
If yes, Pipe 2 & 3
(1) Length of area to be excavated 62'
(2) Width of area to be excavated 12'
Revised 03/95
JUN 11 2002
(3) A o nt of material to W ex6vated in cubic
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes, Pipes 2,3,4,5,
(1) Length of area to be excavated varies
(2) Width of area to be excavated varies
(3) Amount of material to be excavated in cubic
yards Total 2,232 sq, ft.
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
(2) Dimensions of spoil disposal area
20' x 20'
(3) Do you claim ,title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW orNWL? Yes X 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 material
described in Item d. above) to be placed below MHW
or NWL? _ _Yes _X—No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. 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 within:
Coastal Wetlands _ SAVs Other Wetlands
If yes, No
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill

Form DCM-MP-5
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
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project 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 X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Typical Bridge construction equipment
g. Will wetlands be crossed in transporting equipment
to project site? Yes X 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?
_Yes X No
Revised
Revised 03/95
If yes, explain in detail RipRap will be placed at
the ends of the pipe
NCDOT-Carteret SR 1321
Applicant or Project Name
Signatur,f/ U l
vv
Date

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1 of 1 5/29/02 2:06 PM

PROJECT N O . 6.162042 T
CROSS SECTION OF
SEPTEMBER 2001
ROAD SSR1321CULVERT CROSSING
ROAD NAME 4-H CAMP ROAD
COUNTY CARTERET ROUND PIPE
REVISED: MAY 20 2002 PIPE NUMBER I
( NOT CAMA JURISDIC
EXISTING PIPE 32' x 24" CP D
ROAD ,UN 1 1 z002
SR 1321
NIENT
COAS
MOREHEAD
EXIST R�4
AREA TO BE EXCAVATED NWL
AND BACKFILLED 0.5
1.5'
UNDERCUT a NOT TO SCALE
BACKFILL
PROPOSED 48'x3611 ROUND TYPE RCP
LSRROAD
5' �.
1321
j PROPOSED RIP RAP @ END
2' OF PIPE
PROPOSED 48'x 36"RCP \ o z Z w Ld
/
AREA TO BE EXCAVATED NWL w w w
AND BACKFILLED uj w
PROPOSED RIP PAP END w O Ld
OF PIPE
2.5 = a a ul LE
N a_ TOP VIEW 0 a
MINIMUM 12" BEDDING/L z o o z Oo z
o
// N w W N O
IQ" li
111 cl x O
x O � w
w
BACKFILL ��-- --
UNDERCUT 8 NOT TO ,SCALE _ _PEK
TOTAL SQUARE FEET
OF NEW FILL = 320 SO. FT. OSED PIPE CREEK
E FEET
FOFNEW ILL
PROPOSED 48'x 36' RCP
EXCAVATION ABOVE NWL.
FINISHED EARTH SLOPE AS REQUIRED
5'x 2.5'x 54'= 25 CUBIC YARDS
\1
EXCAVATION BELOW NWL ''
PROPOSED RIP RAP @ END
5' x 7' x 54' = 70 CUBIC YARDS n OF PIPE
H
cc
I
I

PROJECT NO. 6.162042 T
CROSS SECTION OF
DATE SEPTEMBER 21, 2001
ROAD SR 1321 CULVERT CROSSING
ROAD NAME 4-H CAMP ROAD ROUND RIDE
COUNTY CARTERET
REVISED, MAY 20, 2002 —
���� ��
EXISTING PIPE 50'@48'
JUN 11 2002
ROAD
SR 1321
L MANAGEMENT
MOREHEAD
'
1 I C 50' x 48" CMP
EXISTING PIPE
AREA 70 BE EXCAVATEDO CJ NWL
AND BACKFILLED
AREA TO BE EXCAVATED — 2.6'
AND BACKFILLED
NOT TO SCALE
UNDERCUT &
BACKFILL
PROPOSED 2@60/X48" CMP
ROAD
SR 1321
` 12'
2 '
MOORE CREEK/
NWL
2' 1.4' I PROPOSED 2@60'x48" CMP
IT MfNfMUM 56001NQ 2.6'W Z Z Q �---
=i 12" MINIMUM BEDDING o w w o f
I
- PROPOSED RIP RAP & END o a TOP VIEW a `^
UNDERCUT & OF PIPE � L� Z = �
BACKFILL NOT TO SCALE o o N aN z
160 SQUARE FEET 10' V
OF NEW FILL x o a w �o
w w w
CREEK PROPOSED PIPE
CREEr
PROPOSED PIPE
TOTAL SQUARE FEET IN I
OF NEW FILL = 320 SO. FT. 1p'
PROPOSED 2@60'x48" CMP
EXCAVATION ABOVE N W Le
FINISHED EARTH SLOPE AS REQUIRED
12'w x 3.4'd x 62'L = 744 SQUARE FEET
I
EXCAVATION BELOW NWLo 1— PROPOSED RIP RAP @END
w I OF PIPE
I
12'w x 3.6'd x 62'L = 744 SQUARE FEET

PROJECT NO. 6.162042 T
CROSS SECTION OF
DATE SEPTEMBER 21, 2001
ROAD SR 1321 CULVERT CROSSING
ROAD NAME 4-H CAMP ROAD ROUND IMIDE
COUNTY
REVISED: MAY 20, 2002T PIPE NUMBER 3
EXISTING PIPE 50'@48" CMP
ROAD
SR 1321
1 @ 50'x 48" CMP
EXISTING PIPE
AREA TO BE EXCAVATED —�o s MIL
AND BACKFILLED
AREA TO BE EXCAVATED — 2.6'
AND BACKFILLED
JUN
NOT TO SC L
UNDERCUT a
BACKFILL
PROPOSED 2@60'x4811 CMP
ROAD
SR 1321
12'
E CREEK
NWL
42mooR
1� PROPOSED 2@60'x48° CMP
ui
IS'NINIMVM �WDINO 2.6/ ui
Z Z 0 {-
W W W J W
> � � W
w w 0 1 �-
4 `^ a
PROPOSED RIP RAP 0 END m < TOP VIEW CL
UNDERCUT & OF PIPE 0
BACKFILL NOT TO SCALE z 0 ti aW
160 SQUARE FEET 10' VI `n z
OF NEW FILL w w o w �o
CREEK PROPOSED PIPE
21 CFF
PROPOSED PIPE
TOTAL SQUARE FEET
OF NEW FILL = 320 SO. FT. 10'
PROPOSED 2@60'x48" CMP
EXCAVATION ABOVE N W La
FINISHED EARTH SLOPE AS REQUIRED
12'w x 3.4'd x 62'L = 744 SQUARE FEET
J
— PROPOSED RIP RAP Co END
I
1
EXCAVATION BELOW NWL: w of PIPE
I
12'w x 3.6'd x 62'L = 744 SQUARE FEET I 1

PROJECT NO. 6.162042 T
CROSS SECTION OF
DATE SEPTEMBER 21, 2001
ROAD SR 1321 CULVERT CROSSING
ROAD NAME 4-H CAMP ROAD ROUND IMIDE
COUNTY CARTERET
REVISED: MAY 20,2002 IISIIISIE NUMBER 4
EXISTING 36'x48" CONCRETE PIPE
-ROAD
SR 1321 \ /
1 E X I S--P-4RE
AREA TO BE EXCAVATED D
AND BACKFILLED
NWL
3.5' JUN 1 1 2002
AREA TO BE EXCAVATED � i
AND BACKFILLED COASTAL
MgNAGFMM N
MOREHEA6
UNDERCUT B.
BACKFILL NOT TO SCALE
PROPOSED 60'x 4811 CMP
ROAD
SR 1321
2 PROPOSED 60'x48" CMP
AREA 70 BE EXCAVATED ' z PROPOSED RIF RAP @ UlD
AND BACKFILLED OF PIPE
W
NWL w Z Z p
3'
AREA TO BE EXCAVATED l2" MINIMUM BEDDING o > > Ld o w J
AND BACKFILLED PROPOSED RIP RAP 0 END N (L TOP VIEW "' a
OF PIPECD w w Z Z:)
O O ~ V w
UNDERCUT 8
BACKFILL NOT TO SCALE 160 SQUARE FEET10 � x Ow
OF NEW FILL " o o I °o
w w w
TOTAL SQUARE FEET
OF NEW FILL = 320 SQ. FT. CREEK PROPOSED PIPE CREEK
77
PROPOSED 60'x48" CMP
10'
EXCAVATION ABOVE NWL. FINISHED EARTH SLOPE AS REQUIRED
6'w x 3'd x 62'L = 372 SQUARE FEET
\ a
I PROPOSED RIP RAP @END
Lu OF PIPE
EXCAVATION BELOW NWL.
6'w x 4'd x 62'L = 372 SQUARE FEET

I
PROJECT NO. 6.162042 T
CROSS SECTION OF
DATE SEPTEMBER 21, 2001
ROAD SR 1321 CULVERT CROSSING
ROAD NAME 4-H CAMP ROAD ROUND PIPE
COUNTY CARTERET
REVISED: MAY 20, 2002 PIPE NUMBER 5
EXISTING 28' x 36" CONCRETE PIPE
ROAD
SR 1321 \ /
1 EXISTING PIPE
AREA TO BE EXCAVATED
NWL
AND BACKFILLED
TO BE EXCAVATED
=AREA
AND BACKFILLED
UNDERCUT
BACKFILL a NOT TO SCALE
PROPOSED 48' x 48" CMP
ROAD
'
SR 1321
12
AREA TO BE EXCAVATED—%�' PROPOSED 48'x 48" CMF
\ PROPOSED RIP RAP END
AND BACKFILLED OF PIPE
I' I' cr
/ w
12" MINIMUM BEDDING o w w o w
w
3 ' w w o L,
AREA TO BE EXCAVATED \ C Q t=/1 w J
AND BACKFILLED PROPOSED RIP RAP a END N D_ TOP VIEW w a"
OF PIPE
%z o o z o�
UNDERCUT 6 H- N N Z
BACKFILL NOT TO SCALE 10 �'^ LD
160 SQUARE FEET 0 x ow
OF NEW FILL " o o "11 iD�
w w w 11
TOTAL SQUARE FEET i
OF NEW FILL = 320 SO. FT. CREEK PROPOSED PIPE CPEEK
PROPOSED 48'x 48" CMP
J10,
EXCAVATION ABOVE N W Lo FINISHED EARTH SLOPE AS REQUIRED
6`w x 3'd x 50'L = 300 SQUARE FEET
I PROPOSED RIP RAP END
w I
EXCAVATION BELOW NWL: N OF PIPE
I I
6`w x 4'd x 50`L = 300 SQUARE FEET T—

See Sheet 1-A For Index of Sheets
See Sheet t -B For Conventional Symbols
SEE ATTACHED MAIC
FOR PERMITTING ONLY -
NOT FOR CONSTRUCTION
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
LOCATION. • SR 1321 4—H --CAMP ROAD
--------------------------------------
RAn
RAn 9Ra9cr e�ngaNcs no.
sheer
NO,
sxeEr
i
N.C.
6.162042 T
1
12
RATE 900).NY 1. A.9ROANA
06%IIOTON
o
_SR 1321
4_H CAMP RO.4,D
MERRIXON TWSP.
-
[l
_A_ TERE_T COUNT
_ SCAL_EA"=5CP _
MAY 14 1999
-�-
PLANS
ADT _ ._
PERA4IT DRAWING DATE: SEPTEA18ER 21,2001
PREPARED BY: N.C.D.O.T.
209 S.GLENBURNIE ROAD
NEW BERN, NC 26560
PP11cFn414Y 2n ,nn2 I
1 11 2002
88+98071 POT
ND PROJECT
OEM
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepored In tte Ottice o/:
o
DITVISIO1t OF HIGHWAYS
-
[l
_ ADT -- — _ _ _ _ _ _ _ _
Ives STANDARD sPEc>FicAnoxs
-�-
PLANS
ADT _ ._
P�
0
DHV = _ ._ %
D %
1.5 MILES
RIGHT OF WAY DATE:
sICNAIVRE:
STATE DESIGN ENGINEER PS
ROADWAY DESIGN
PROJECT Evcn'FFR
DEPARTMENT TRANSPORTATION
PROFILE (HORIZONTAL)
T = _ _ %
--
WA
FEDERAL ffiGHR'AY ADMIAilSTRATTON
0
V = _ _ MPH
' TTST % DUAL %
I LETTING DATE: — —
\\
—
P.E.
SIGNATURE:
APPROVED
PROJECT DESIGN ENGMER
PROFILE (VERTICAL
DIVISION ADMINISTRATOR DATE
OEM

C,
L
i
35-00'
ROjE111" 1.107" 7
SlArl 1 DS
(� ,�,\
CART
UN I OOP
A ENT
04 POI
EAD
If
N
13-
12 -.6
CEDAR ISLAND
NATIONAL WILDUFE
REFUGE
4
LL
I

D
SILT BASIN TYPE 'B'
DIFFUSE FLOW THROUGH WETLANDS
VEGETATED UPLANDS BEFORE ENTERING WETLANDS
TEMPORARY ROCK SILT CHECK TYPE 1B'
TEMP.
DITCH
STRUCTURAL STONE
OF PAVEMENT
SLOPE
1' MIN NATURAL GROUND
r
CROSS SECTION
VEE DITCH
TEMPORARY ROCK SILT CHECK
TYPE -A UPLANDS
SILT BASIN TYPE -B
LEGEND SHEET
1�
Ln
DIFFUSE FLOW DETAIL
SEDIMENT CONTROL STONE
STRUCTURAL STONE
BASE OF DITCH
NATURAL GROUND 12" 12" MIN.
1' MIN. SEDIMENT
TRAP
------ ---- -- ---- - ------
�y FLOW
OPTIONAL TYPE "8" �I 4'-6"
CROSS SECTION SILT BASIN
-------- 12" THICK SEDIMENT
TRAPEZOIDAL DITCH CONTROL STONE
ELEVATION VIEW
NTS
SOIL EROSION CONTROL LEGEND,
TYPICAL EACH SHEET
0
SILT BASIN TYPE B
TELEPHONE PEDESTAL
©
TEMPORARY POCK SILT CHECK TYPE -A
TEMPORARY ROCK SILT CHECK TYPE -B
®
TEMPORARY SILT FENCE
GRADE BREAK
-�
DIRECTION OF FLOW
III'
------ WOODSLINE
---
DIFFUSE FLOW
— F�-
-------- 404 WETLANDS FILL AREA
20 30'
BUFFER
--- NEUSE RIVER RIPARIAN BUFFER
ZONE 2 BUFFER
ZONE I
—
------- 404 WETLANDS
-- COASTAL WETLANDS
GL ]]o GL ----GRASS LINED CHANNEL
2' MIN.
1" moi%e '77
2
SECTION B -B
"T • 12" MIN., 18" MAX.
2/3 CHANNEL
WIDTH
2' MIN
SECTION A -A
TEMPORARY ROCK SILT CHECK TYPE -A
UTILITIES LEGEND,
TYPICAL EACH SHEET
i
POWER POLE
0
AG
TELEPHONE PEDESTAL
©
CABLE TV PEDESTAL
SEWER CLEAN OUT
®
WATER VALVE
FIRE HYDRANT
0
WATER METER.
EIPO
EXISTING IRON PIPE
-I-
PROPERTY CORNER
— F�-
PROPERTY LINE
GRASS -LINED CHANNEL
TRAPEZOIDAL DITCH SECT
T — r
A
E �--
Z =6 B
X—SECTION AREA (A)= BD +ZD2
TOP WIDTH (T) = 8 + 2DZ
AREA TO BE
FILLED OR
DISTURBED
FABRIC BURIED BELOW
EXISTING GRAD
PROPOSED SILT FENCE ° ° EXISTING FILL o °
PROPOSED F
o..
WETLAND VAR. 0'-6'
EDGE OF EXIST. ROAD
UNDISTURBED AREA
SILT FENCE
DETAIL
NTS
. PROPOSED SILT FENCE
VAR. 0'-6' ( WETLAND
EDGE OF EXIST. ROAD y

404 WETLANDS
WETLAND FILL AREAS
4
AREA / - - - - - - - - - - 170 SQUARE AFEET
AREA
2 ---------
960
SQUARE
FEET
FEET
AREA
7 ---------
2025
SQUARE
FEET
TOTAL: --------- 3/55 SQUARE FEET
0.07 ACRES
JUN 11 2002
COASTAL WETLANDS
TOTAL: --------- 250 SQUARE FEET
0.006 ACRES
AREA
3
60
SQUARE
FEET
AREA
4
- 60
SQUARE
FEET
R E A
5 ---------
65
SQUARE
FEET
AREA
6 ---------
65
SQUARE
FEET
TOTAL: --------- 250 SQUARE FEET
0.006 ACRES

0
P/ Stc 11+59.65
A = 54'45'04.9° LT
D= 45'34'36.2"
L= 120.13'
T= 65.10'
R= 125.71'
SPECIAL NOTES
(1) TYPE A ROCK SILT CHECKS AND TYPE -B SILT BASINS
LOCATED LEFT AND RIGHT OF STATION 10+00 SHALL REMAIN PERMANENTLY
(2) UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE
MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS
(3) THESE BASINS SHALL BE PERMANENT BMP'S AND SHALL BE
MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT
BLUE LINE STREAM AS SHOWN ON
THE MERRIMON USGS QUAD AND
SHEET NUMBER 5 OF THE SOIL SURVEY
CART ERET COUNTY
WHEATLY OIL COMPANY, INC.
D/B/A/ WHEATLY OIL CO. FARM
PO BOX 722
MOREHEAD CITY, NC 28557
DB. 500, PG. 148
FOR PERMITTING ONLY. -
NOT FOR CONSTRUCTION
OF PIPE NUMBER
(NOT CAMA JURISDICTIONAL)
PROPOSED 48'x 36" RCP
EXISTING 32'x2411 CP
POT Sta. /0(00.00
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE
ENTERING WETLANDS o,.
UPLANDS
PERMANENT ROCK SILT CHECK TYPE -A
WOOD'S
SEE SPECIAL NOTES EXIST. R/W MON.
2'w x 41 x 2'd
S 88'31'33"W PERMANENT SILT BASIN TYPE -B
--- _------- �I�I��t �4 +
>_ m
404 WET
0 30,•.
IUFFER
zoNE z BUFFER
ANDS ZONE I
AR A l - fi
PR P ED SILT FENCE
—24' CP
----------- 0------------------------------------------
------------------ —
SR 13 21 20' ASPHALT S R 13 21
— — PROF
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -mmm I
-------------------------------------- -------�- -----
EIP 2'w x 4'L x 2'd
j PIfRMANENT SILT BASIN TYPE -B EXIST. R/W MON. P
SEE SPECIAL NOTES I PERMANENT ROCK SILT CHECK TYPE -A _
DIFFUSE FLOW THROUGH
I VEGETATED UPLANDS BEFORE s
ENTERING WETLANDS PC St0 /0+94.53 0
i o-
v ` 4C
UPLANDS
JACKSON C. EDWARDS,JR.
PROJ.REFERENCE NO. SHEET NO. TOTAL SHEETS
6J62042 T 1 12
(STATE PROJECT NO. I DESCRIPTION I
4-H
MAY 12,1999
PERMIT DRAWING DATE: SEPTEMBER 21,2001
PREPARED BY: N.C.D.O.T.
209 S. GLENBURNIE R
NEW BERN, NC 2856
REVISED: MA 2002
JUN 11 2002
MARGARET CSR Tr H
125
' BEAUFORT, NC 28516
DB. 707, PG. 251
SEE SPECIAL NOTES
DIFFUSE LOW TH OUGH �., PT St0.12+14.
VEGETAT UPLA DS BEFORE'-.,
ENTERING WETLAN S
1 PERMANE T SILT BASIN TYPE -B �`\ SPL q�
1 6iT�'
ROCK SIL CHECK TYPE -A
20'
3 0 BUFFER 2�
BUFFER zoNE 2 P
ZONE I — p 3�
FT. --
'ROPOSE SILT F NCE -
404 WE LANDS
F ROAD
571NG E
)SED EP /
EIP
5526 MERRIMON ROAD
FENCI.,I
� BASIN DESIGN CALCULATIONS
BASIN DESIGN CALCULATIONS
``.AREA 2
_
960 SO.
T.
BEAUFORT, NC 28516
FROM STATION 10+00 TO STATION 10+75
FROM STATION 10+75 TO STATION 11+25
NO DEED REFERENCE
ZONA 2UFFER
75'(40')/43560(150) = 10.33 CUBIC FEET REQUIRED
50'(40')/43560(150) = 6.89 CUBIC FEET REQUIRED
ONE I i
404 WETLAND AREAS TO BE FILLED 10.33 CUBIC FEET / 2 BASINS = 5.17 CUBIC FEET REQUIRED PER BASIN
6.89 CUBIC FEET / 2 BASINS = 3.44 CUBIC FEET REQUIRED PER BASIN
m y2F
1
AREA 1 --------- 170 SQUARE FEET USE 2: 2'w x 41 x 2'd BASINS USE 2: 2'w x 41 x 2'd BASINS
AREA 2 --------- 960 SQUARE FEET STORAGE CAPACITY = 16 CUBIC FEET PER BASIN STORAGE CAPACITY = 16 CUBIC FEET PER BASIN
PROJ.REFERENCE NO. SHEET NO. TOTAL SHEETS
6J62042 T 1 12
(STATE PROJECT NO. I DESCRIPTION I
4-H
MAY 12,1999
PERMIT DRAWING DATE: SEPTEMBER 21,2001
PREPARED BY: N.C.D.O.T.
209 S. GLENBURNIE R
NEW BERN, NC 2856
REVISED: MA 2002
JUN 11 2002
MARGARET CSR Tr H
125
' BEAUFORT, NC 28516
DB. 707, PG. 251
SEE SPECIAL NOTES
DIFFUSE LOW TH OUGH �., PT St0.12+14.
VEGETAT UPLA DS BEFORE'-.,
ENTERING WETLAN S
1 PERMANE T SILT BASIN TYPE -B �`\ SPL q�
1 6iT�'
ROCK SIL CHECK TYPE -A
20'
3 0 BUFFER 2�
BUFFER zoNE 2 P
ZONE I — p 3�
FT. --
'ROPOSE SILT F NCE -
404 WE LANDS
F ROAD
571NG E
)SED EP /
EIP
_
FENCE', PROPOSED SILT
FENCI.,I
' 404
FDOSILT
' WOODS
ETLA
``.AREA 2
_
960 SO.
T.
S -- ;'2C
:30
30BUFFER
ZONA 2UFFER
ZONE I
ONE I i
13
`
m
m y2F
�
n
Zmo v
CINE
u '
�o
�m r
zi
rr�
�
000
—
5,
_
o F
m
r
�
0
b
✓l

1 \ \\ \ \\ A`9Z0
\ \\
b
UPLANDS \0
PC StG l0
F
e9J o
9�\
�9
y eo "DIFFUSE FLOW THROU
j VEGETATED UPLANDS
T ENTERING WETLAN
c
c .. m
!i
UPLANDS Y 24,C
PERMANENT SILT BASIN TYPE -8
SEE SPECIAL NOTES
PERMANENT ROCK SILT CHECK TYPE -A
DIFFUSE FLOW THROUGH j
VEGETATED UPLANDS BEFORE
ENTERING WETLANDS ,y
FOR PERMITTING ONLY. -
NOT FOR CONSTRUCTION
MARGARET CARRAWAY BECTON
125 H H ROAD
BEAUFORT, NC 28516
DB. 707, PG. 251.
PROPOSED 44'X2411 RCP
EXISTING 32'x2411 CP
DIFFUSE FLOW THROUGH i
VEGETATED UPLANDS BEFORE
ENTERING WETLANDS
PERMANENT ROCK SILT CHECK TYPE -A SR 1321
2'w x 81 x 2'd S 33'46'28" W
PERMANENT SILT BASIN TYPE -8
P
ROAD _-----------------
-------------------AXI STING_ EDGE _OF ------ -
PROPOSED EP
2'w x 8'L x 2'd 0.15% GRADE
PERMANENT SILT BASIN TYPE -B
PERMANENT ROCK SILT CHECK TYPE -A
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE
ENTERING WETLANDS PC Sto 15+29.05
z15
r
I BARN & i
1 SHELTER i
I i
PROJ.REFERENCE NO. I SHEET NO. I TOTAL SHEETS
6.162042 T 1 2 1 12
STATE PROJECT NO. DESCRIPTION
SR 1321
4-H ROAD
I MAY
PERMIT DRAWING DATE: SEPTEM
PREPARED BY: N.C.D.O.T.
209 S. GLENBURNIE ROAD
NEW BER770A—S, REVI
I
r - --.—.) IIV: SFO
i
� -' I o = 94'29'28.5" RT.
D= 68'51'34.0"
L= 137.22'
T= 90.000'
R= 83.21'
F//a-
.1999
R 21,
__Ll-----------------
♦♦\ SIGN
UPLANDS SEE SPECIAL NOTES x!
CULTIVATED
PT Sto 12-14.66
X
PT Sto 16+62.35
CHARLIE C. AND MARY PITTMAN �I
\
210 FIRST STREET
CHARLES S. JR. AND DANI HANCOCK
x_
�:u
BEAUFORT,NC 28516I
III CHANNEL ROCH ROAD
�
Ln
0
DB. 588, PG. 42 I
BEAUFORT, NC 28516
;'
GOLDSBORO, NC 27530
O
DB. 765, PG. 158
z
DB. 710, PG. 525
�
o
C-)
( NOT CAMA JURISDICTIONAL )
�
w
i
-N
BLUE LINE STREAM AS SHOWN DIV
I
C0
x
AND
x
SHEET NUMBER 5 OF THE
NFT
CART ERET COUNTY
/ `
/
/
_ SPECIAL NOTES
BASIN DESIGN CALCULATIONS
BASIN DESIGN CALCULATIONS
FROM STATION 11+25 TO STATION 11+65
(I)TYPE-A ROCK SILT CHECKS AND TYPE -B SILT BASINSOV
FROM STATION 11+65 TO STATION 16+00
I
40'(40')/43560(150) = 5.51 CUBIC FEET REQUIRED
!i
UPLANDS Y 24,C
PERMANENT SILT BASIN TYPE -8
SEE SPECIAL NOTES
PERMANENT ROCK SILT CHECK TYPE -A
DIFFUSE FLOW THROUGH j
VEGETATED UPLANDS BEFORE
ENTERING WETLANDS ,y
FOR PERMITTING ONLY. -
NOT FOR CONSTRUCTION
MARGARET CARRAWAY BECTON
125 H H ROAD
BEAUFORT, NC 28516
DB. 707, PG. 251.
PROPOSED 44'X2411 RCP
EXISTING 32'x2411 CP
DIFFUSE FLOW THROUGH i
VEGETATED UPLANDS BEFORE
ENTERING WETLANDS
PERMANENT ROCK SILT CHECK TYPE -A SR 1321
2'w x 81 x 2'd S 33'46'28" W
PERMANENT SILT BASIN TYPE -8
P
ROAD _-----------------
-------------------AXI STING_ EDGE _OF ------ -
PROPOSED EP
2'w x 8'L x 2'd 0.15% GRADE
PERMANENT SILT BASIN TYPE -B
PERMANENT ROCK SILT CHECK TYPE -A
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE
ENTERING WETLANDS PC Sto 15+29.05
z15
r
I BARN & i
1 SHELTER i
I i
PROJ.REFERENCE NO. I SHEET NO. I TOTAL SHEETS
6.162042 T 1 2 1 12
STATE PROJECT NO. DESCRIPTION
SR 1321
4-H ROAD
I MAY
PERMIT DRAWING DATE: SEPTEM
PREPARED BY: N.C.D.O.T.
209 S. GLENBURNIE ROAD
NEW BER770A—S, REVI
I
r - --.—.) IIV: SFO
i
� -' I o = 94'29'28.5" RT.
D= 68'51'34.0"
L= 137.22'
T= 90.000'
R= 83.21'
F//a-
.1999
R 21,
__Ll-----------------
♦♦\ SIGN
UPLANDS SEE SPECIAL NOTES x!
CULTIVATED
PT Sto 12-14.66
X
PT Sto 16+62.35
CHARLIE C. AND MARY PITTMAN �I
210 FIRST STREET
CHARLES S. JR. AND DANI HANCOCK
PARAMOUNT ENTERPRISES, INC.
BEAUFORT,NC 28516I
III CHANNEL ROCH ROAD
227 EAST WALNUT STREET
DB. 588, PG. 42 I
BEAUFORT, NC 28516
;'
GOLDSBORO, NC 27530
PIPE NUMBER I
DB. 765, PG. 158
DB. 710, PG. 525
o
( NOT CAMA JURISDICTIONAL )
i
BLUE LINE STREAM AS SHOWN DIV
I
THE MERRI MON USGS QUAD
AND
SHEET NUMBER 5 OF THE
SOIL SURVEY OF
CART ERET COUNTY
/ `
/
/
_ SPECIAL NOTES
BASIN DESIGN CALCULATIONS
BASIN DESIGN CALCULATIONS
FROM STATION 11+25 TO STATION 11+65
(I)TYPE-A ROCK SILT CHECKS AND TYPE -B SILT BASINSOV
FROM STATION 11+65 TO STATION 16+00
40'(40')/43560(150) = 5.51 CUBIC FEET REQUIRED
LOCATED LEFT AND RIGHT OF STATION II+50 SHALL REMAIN PERMANENTLY
435'(40')/43560(150)= 59.92 CUBIC FEET REQUIRED
5.51 CUBIC FEET / 2 BASINS = 2.75 CUBIC FEET REQUIRED PER BASIN
(2) UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE
MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS
;
;
59.92 CUBIC FEET / 2 BASINS = 29.96 CUBIC FEET REQUIRED PER BASIN
USE 2: 2'w x 4'L x 2'd BASINS
(3) THESE BASINS SHALL BE PERMANENT BMP'S AND SHALL BE
USE 2: 2'w x 8'L x 2'd BASINS
STORAGE CAPACITY = 16 CUBIC FEET PER BASIN
MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT
STORAGE CAPACITY = 32 CUBIC FEET PER BASIN

FOR PERMITTING ONLY-.
NOT FOR CONSTRUCTI01`
PERMIT DRAWING DATE: SEPTEMBER 21, 2001
PREPARED BY:N.C.D.O.T.
209 S.GLENBURNIE ROAD
NEW BERN, NC 28560
REVISED: MAY 20, 2002
VICKI F. FOSTER
227 EAST WALNUT STREET
GOLDSBORO,NC 27530
DB. 707, PG. 481
PROJ.REFERENCE NO. SHEET NO. TOTAL SHEETS
\ � FRANCES HAMILTON PITTMAN 6.162042 T 6 /2
/ 213 VINE STREET
BEAUFORT, NC 28516 STATE PROJECT NO. DESCRIPTION
DB. 264, PG. 372 SR 1321
4-H ROAD
i
\\\ ����'• �� JFF��L CAMA MAJOR MERRIMON TOWNSHIP
\ r O ��`.• \ o� S PERMIT CARTERET COUNTY
ca Q f� J��� APPLICATION MAY �2, l°9
)
co
��Z200��` 9?� �' EE SPECIAL NOTES
PT Sto 43189.99
DIFF SE FLOW THROUGH
NOTE:PLACE SILT FENCE AT EDGE \ `L, v- O VEGE TED UPLANDS BEFORE ENTERING WETLANDS WOODS
OF EXISTING ROAD: NE WETLANDS TO BE FILLEBn \ �� /5Q•FT' �F 7PERMANENT ROCK SILT CHECK TYPE /�-
PROPOSED R/W
\ ��p� z / 6WE7LANpS `>� .17% GRADE
S \ , (9 OAST AL / A �l v PERMANENT SILT BASIN TYPE
CAST
7'Lx 2.5'd
QO vel PNO \\ r� � Q / X60 F
--
SEE SPECIAL NOTES \\ N
DIFFUSE FLOW THROUGH 40 LIt` ------------
a' ------------------------ --------------- --------------
\ / �
VEGETATED UPLANDS BEFORE ENTERING WETLAN6S \\ \\ -y
O
/5`CT FEN - • --
--
SPECIAL NOTES PERMANENT ROCK SILT CHECK TYPE -A \\� 4 q CNE-'- _- --------------------------------
-----------------
PERMANENT SILT BASIN TYPE -6 \ `- q04 LINE --
(I) TYPE -A
INE/(I)TYPE-A ROCK SILT CHECKS AND TYPE -B SILT BASINS S hd _ /� 'w x T'L x 2.5'd PROPOSED R/W
LOCATED LEFT AND RIGHT OF STATION 41+00 SHALL REMAIN PERMANENTLY �000 2 -- �' / / PERMANENT SILT BASIN TYPE -B
TING W / 1. UP NDS PERMANENT ROCK SILT CHECK TYPE
(2) UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE 4oq `�N%,,��--/ EXI AS /TLANp D FUSE FLOW THROUGH
MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS PC Sta.39(95.74 /� —6E\p COAST p V ETAT LANDS
(3) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE ° �ga4? - qoq E1�AND5 /T ON W ET E D S ® T s
MAINTAINED AS SPECIFIED IN THE DWQ-DOT MAINTAINENCE AGREEMENT. \ - �s��N-' /`t�' / / PAC n
N
PRONG
O JUN 7. 2002
2
SANDY
HUSS CREEK
S
SEE SPECIAL NOTES gJF�F �O F OASTAL MANAGEMENT
tion -L MOREHEAD
.� �• �0 �?' /mix 1\' �PS�N c��Gy- \�J �ci
P
s�T N P TTM
FR CES AMIL 0 I AN
213 E STREET
G�Pp �� �°� � ° �'•, BE UFOR , NC 28516
PT Sto 38+25.02 021. i Nos 0 0`fAl DB. 264, G. 372
PIPE NUMBER 2
R. °
PGS
P ° \�2\ '''E�15�1NG
PROPOSED 2 60' x 48" PIPES
\ '' - S�
EXISTING 50' x 48" CM PIPE
e
E�
GEORGIA N. OVERMAN ETAL.
i - 3314 BRIDGES STREET LOT 34
,- BLUE LINE STREAM AS SHOWN
ON MERRIMON USGS QUAD MAP AND MOREHEAD CITY, NC 28557
SHEET NUMBER 5 OF THE SOIL SURVEY DB. 821, PG. 504
SPECIAL NOTES
OF CARTERET COUNTY
(lJ TYPE -A ROCK SILT CHECKS AND TYPE -B SILT BASINS
COASTAL WETLANDS TO BE FILLED: BASIN DESIGN CALCULATIONS LOCATED LEFT AND RIGHT OF STATION 43+50 SHALL REMAIN PERMANENT
FROM STATION 33+00 TO STATION 43+00
AREA 3 --------- 60 SOUARE FEET 1,009(40')/43560(/50) = 137.74 CUBIC FEET REQUIRED PI Sto 36+45.84 PI Sto 4/+97.02 (2) UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE `.
A= 25'07'27.1" LT �s= 28'27'19.5" RT MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS
AREA 4 --------- 60 SQUARE FEET 137.74 CUBIC FEET / 4 BASINS = 34.44 CUBIC FEET REOUIRED PER BASIN D= 6'53'46.6" D= 7'13'03.6"
L= 364.31' L= 394.25' (3) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE
USE 4:2'w x 7'L x 2.5'd BASINS T= 185.13' T= 20/.28' MAINTAINED AS SPECIFIED IN THE DWQ-DOT MAINTAINENCE AGREEMENT.
R= 830.82 R= 793.83'
STORAGE CAPACITY = 35 CUBIC FEET PER BASIN
i

NIL
PROJ. REFERENCE NO. SHEET
N0. TOTAL SHEETS
SPECIAL NOTES FOR
PERMITTING ONLY.-
6.162042 T 8 12
NOT
FOR CONSTRUCTION
STATE PROJECT NO.
DESCRIPTION
(1)TYPE-A ROCK SILT CHECKS AND TYPE -B SILT BASINS
SR 1321
4-H ROAD
; \
LOCATED LEFT AND RIGHT OF STATION 52+50 SHALL REMAIN PERMANENTLY
MERRIMON TOWNSHIP
1
CARTERET COUNT/
\ \ I
SCALE:I"=50'
\
(2) UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE
MAY 12,1999
MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS
PERMIT DRAWING DATE: SEPTEMBER 21, 2001
\
(3) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE
PREPARED BY:N.C.D.O.T.
\
MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT.
209 S.GLENBURNIE ROAD
\, \
±
NEW BERN, NC 28560
FRANCES HAMILTON PITTMAN ± `• \\ ± + + , ' REVISED:
213 VINE STREET s ----------------------- FE---
BEAUFORT, NC 28516 `• \
DB. 264, PG. 372 \� `.�
4-H CAMP ROAD /
PROPOSED 2@ 60' x 48" PIPE 1 �_+-)
JUN 11 2002
fAL NN
MOR
±;' i �2) I V \ /
�% i FORKS OF THE CREEK
EXISTING 50 x 4 PI
O
8II CM E ± , I ;e� o ,
PIPE NUMBER 3 B2o� �3 �` ,�� ,% ;-'�'"SER �� �:��,• 55 SUBDIVISION %/ � � ,/
.r 1 •. / / DAVID T. ROWE
— `•. C l
4.,t •,,� � � � � � �oNE �.; � �— -- .,--------------- (--------------------------- / + 6 92 c/o STRICKLIN
�) PCsta• 56 I 448 WESTBOOK SC
JOSEPH S. AND KATHLEEN BALENT DB. 785, PG. 749
WOODS E `.2d' F, 536 CHESTNUT STREET
SEE SPECIAL NOTES �= F 2
'� NE MIDDLESEX, NJ 08846 / GRADE BREAK
]1FFUSE FLOW THROUGH ! 1 6\ STDUA&--,-E 1, DR. 723,PG. 192 STA.s +00 /
VEGETATED UPLANDS BEFORE ENTERING WETLANDS\± ���Qc /I I /
1 S ARE L\CQxaST1C�EL NDS SEE SPECIAL NOTES I I I I R/W
ERMANENT ROCK SILT CHECK TYPE -A `,� DIFFUSE FLOW THROUGH / / SED
5 SQUARE F�/ \\ VEGETATED UPLANDS BEFORE ENTERING WETLANDS / I I / PROpO
PERMANENT SILT BASIN TYPE -8 1 1`I OA IhTL�NDS� \ �� I �� I p
PERMANENT ROCK SILT CHECK TYPE -A / '
,r�, 1 ` O �y! ` \ `OR PCIS D SILT NCE P
f' `mss I\ PPOPAED SILT �E s>_., \ _ --- FcRMAN NNW SILT B XSIZ dTYPE-B EXIS ING R/WA_ /
2' x 7'L x 5'd Sc48' C—L--__—\— -
PROPOSED E.P. o - - — — - - "
n o
SR 1321
`_ ----- PROpOSED R/W
-------------------------`-- ------------------------------------
----------------------- ----------------------------------------------------------------------
ECGE OF7 TING ROAD-� 7//7/ Jc Jc ��j
;1?�All
YIF-- -0-1_ �1_ I�'
2'w x 7'L x 2.5'd PROPOSED cii r F"cNlcE RROPOS D SSI T , ENC �/ G
Sc / / PERMANENT SILT BASIN TYPE -13 /, ,RADE BREAK
NO !M Q CQAST�IL 7CAND L STA.57+00
_w 2'w x 8'L x 2'd
PERMANENT SILT BASIN TYPE -8 � � �; ' � � � � � PERMANENT ROCK SILT CHECK TYPE -A
CAST�L ETLANGS —
PERMANENT ROCK SILT CHECK TYPE-A—ai 1 SEE SPECIAL NOTES
=Q �ASTAL ETLj S±•
DIFFUSE FLOW THROUGH - moi, DIFFUSE FLOW THROUGH i
VEGETATED UPLANDS BEFORE ENTERING WETLANDS VEGETATED UPLANDS BEFORE ENTERING WETLANDS
SEE SPECIAL NOTESz`. -` WEYERHAEUSER COMPANY
UPLANDS = a� : ;� - WOODS c/o BARBARA KHOURY
P.O. BOX 1391
FRANCES HAMILTON PITTMAN ± ±; '. I± ± = BLUE LINE STREAM AS SHOWN ON NEW BERN, NC 28560
213 VINE STREET � — ± I 0 MERRIMON USGS QUAD AND DB. 576, PG. 477
I -I
BEAUFORT, NC 28516 ' 2�� 30' `' � 'u SHEET NUMBER 5 OF THE SOIL
DB. 264, PG. 372 8°FFEa VFFER 3� �pNE 2 - SURVEY OF CARTERET COUNTY
� 1pNE 2 ZpNE � `: ,• •• BAF
WOODS :` E� BASIN DESIGN CALCULATIONS COASTAL WETLANDS TO BE FILLED:
77 FROM STATION 50+00 TO STATION 54+50
450'(40')/43560(150) = 61.98 CUBIC FEET REQUIRED AREA 5 --------- 65 SQUARE FEET
61.98 CUBIC FEET / 2 BASINS = 30.99 CUBIC FEET REQUIRED PER BASIN AREA 6 --------- 65 SOUARE FEET
� � `• � � USE 2:2'w x 81 x 2'd BASINS
� Sc •` -
! STORAGE CAPACITY = 32 CUBIC FEET PER BASIN

F 0 R PERMITTING ONLYo PERMIT DRAWING DATE: SEPTEMBER 2/, 200/ PROD. REFERENCE N0. SHEET N0. TOTAL SHEETS
o � PREPARED BY:N.C.D.O.T. 6.16229/ 9 /2
209 S.GLENBURNIE ROAD
I NOT FOR CONSTRUCTION NEW BERN.NC 28560 STATE PROJECT N0. DESCRIPTION
SR 1321
4—H ROAD
MERRIMON TOWNSHIP
CARTERET COUNTY
NOTE: PLACE PROPOSED SILT FENCE SCALE:I'=50'
AT EDGE OF EXISTING ROAD; NO WETLANDS TO BE FILLED �� HIDDEN HARBOR MAY 12,1999
SUBDIVISION
LASZLO I. AND JOY V. VARGA
BASIN DESIGN CALCULATIONS `---- 6 S._
FROM STATION 57+00 TO STATION 65-fOO
809(40')/43560(150) = 110.19 CUBIC FEET REQUIRED
110.19 CUBIC FEET / 2 BASINS = 55.10 CUBIC FEET REQUIRED PER BASIN \� JUN 1 2002
USE 2: 3'w x 9L x 2.5'd BASINS
STORAGE CAPACITY = 60 CUBIC FEET PER BASIN L MpNA EMENT
MOREHEA
cn\
,
S
SPECIAL NOTES
(I) TYPE -A ROCK SILT CHECKS AND TYPE -B SILT BASINS DAVID T. R O W E / 0`
LOCATED LEFT AND RIGHT OF STATION 55+50 SHALL REMAIN PERMANENTLY / 3Qr Z
c/o STRICKLIN"
� ER
(2) UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE 448 WESTBOOK SC 2 ER 0' FF BAF
MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS HAVELOCK, NC 28532 Bio E 2 B FFER ` ONE
(5) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE DB. 785, PG. 749 ,y ZONE 5 op�aN S
MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT.
/� POSED s\Lj
/r. PRO �p5 � • •f p /
WE1 \a'.
OEE SPECIAL NOTES FENCE
/r S SED SALT
W THROUGH RE ENTERING WETLANDS EGIN P NO6° +40
WOODS DIEGETATEDLUPLAKDSIBEFCHECK TYPE -A B S7 AT0-rl
RAW ,. �i` \ -
T Roc PR i\ r.--)
a\
OF PERMANEN BASIN TYPE-B� I/PERMANENT S1Tl X9,L x 2.5'd - t t'--- -
PROPOSED R/WSR 1321 I - �
7 TI
�------------ --''
EX/STING EDGE_OF ROAQ7--------- ------ - -- pRopoSEDP�A�
---- �` Pl Sta 64+50.01
- PROPOSED EP ETLpND SO° 35' 14.5" (LT)
w --------------- T� S IN
----- _ _ ----------------------------------
------------- ND IMP�t 30� 30' 20' D = 5° 58' 35.2„
EX/ST/NG EDGE OF ROADS --------- XISTIN6-"'----------"
------------
EXISTING EDGE OF ROAD 7 2.5,d I\I � ER FFER OFFER
3'W , 9'L X 20 g�FF \g0 N \ZONE 2 L = 1,348.70'
PROPOSED R/W 0.12% GRADE PERMANENT SILT BASIN TYPE -B BLUE LINE STREAM AS SHOWN ON BONE ZONE ZO �Z� T — 8/3.09'
S P E C I A 5 OF THE
I V O T E S PERMANENT ROCK SILT CHECK TYPE -A MERAND SON USGS O HEET NUMBER MAP
DIFFUSE FLOW THROUGH S0SURVEY OF CARTERET COUNTY R - 958.59'
VEGETATED UPLANDS BEFORE ENTERING, WETLANDS
//)TYPE -A ROCK SILT CHECKS AND TYPE -B SILT BASINS SEE SPECIAL NOTES PIPE NUMBER 4
LOCATED LEFT AND RIGHT OF STATION 63+00 SHALL REMAIN PERMANENTLY UPLANDS
WEYERHAEUSER COMPANY PROPOSED 6 0/ X 48" PIPE
(2) UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE c / o BARBARA K H 0 U R Y
MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS P.O. BOX 1391 EXISTING 36' x 48" R C PIPE
(3) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE
MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT. NEW BERN, NC 28560
DB. 576, PG. 477

LASZLO I. AND JOY V. VARGA
I O I
II COAS7ALMANAGEMENT _
PROJ.REFERENCE NO. SHEET NO. TOTAL SHEETS
FOR
PERMITTING ONLY-
I MOREHEAD
LITTLETON, CO 80121
6.162241 /D l2
28
NOT
FOR CONSTRUCTION �'�.,
- ,
STATE PROJECT N0. DESCRIPTION
2 7 /
SR /32/
KURT AND MARY PEACOX
I P.O. BOX 10681
UPLANDSi
4-H ROAD
i RALEIGH, NC 27605
/
WEBSTER, NY 14580
MERR,MON TOWNSHIP
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE ENTERING WETLANDS
SPECIAL NOTES
DB. 771, PG. 693
�.
I�
CARTERET COUNTY
_ I
r - PERMANENT ROCK SILT CHECK TYPE -A
SCALE:I"=50'
MAY /2,1999
PERMIT DRAWING DATE: SEPTEMBER 21, 200,
(l) TYPE -A ROCK SILT CHECKS AND TYPE -B SILT BASINS
7f
PREPARED BY:N.C.D.O.T.
LOCATED LEFT AND RIGHT OF STATION 68100 SHALL REMAIN PERMANENTLY
I
209 S.GLENBURNIE ROAD
I
NEW BERN, NC 28560
I -7
1 1 0
I (2)UPON COMPLETION OF THE PROJECT,THESE BASINS SHALL BE
I
I MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS
I W
HIDDEN HARBOR I z
I (3) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE
I MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT.I
li
D
7 5
a
SUBDIVISION i -I
I
II
JUN
i
LASZLO I. AND JOY V. VARGA
I O I
II COAS7ALMANAGEMENT _
_
6237 SOUTH JOSEPHINE WAY I)
I m I
I MOREHEAD
LITTLETON, CO 80121
i = i
28
DB. 830, PG. 319
GEORGE H. ELLINWOOD
LJ
i
KURT AND MARY PEACOX
I P.O. BOX 10681
UPLANDSi
598 VAN ALYSTYNE ROAD
i RALEIGH, NC 27605
/
WEBSTER, NY 14580
DB. 531, PG. 331 I
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE ENTERING WETLANDS
/
1\
DB. 771, PG. 693
�.
I�
i
_ I
r - PERMANENT ROCK SILT CHECK TYPE -A
PERMANENT SILT BASIN TYPE -B
wam
---------------------�
WOODS �j
X/ T/N Q / GRADE BREAK I\ \ �: - �i\' SR GD 1� � Au -
IN,?IW EIP / // STA.70+00 \ \\ �� �� \\ %r WOODS EXIST NG Wi
nom_ --I-- --- - '
-- ---- r --r---------- -------- t"* - ------------ �}- � rt'_� _
PR P E EP--------'-�-
PROPOSE p,qZ
2'w x 71 x 2.5'd
PERMANENT SILT BASIN TYPE -B
PERMANENT ROCK SILT CHECK TYPE -A
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE ENTERING WETLANDS
UPLANDS
WEYERHAEUSER COMPANY
c/o BARBARA KHOURY
P.O. BOX 1391
NEW BERN, NC 28560
DB. 576, PG. 477
-------- -------------------------------------------- -- ------------------
EXISTING EDGE OF ROAb�
GRADE BREAK
TA.70+00
CUT -OVER WOODS
PT Sta. 69 +85.62
BASIN DESIGN CALCULATIONS
FROM STATION 65+00 TO STATION 70+00
500'(40')/43560(150')= 68.87 CUBIC FEET REOUIRED
68.87 CUBIC FEET / 2 BASINS = 34.44 CUBIC FEET REQUIRED PER BASIN
USE 2:2'w x 7'L x 2.5'd BASINS
STORAGE CAPACITY = 55 CUBIC FEET PER BASIN
0.12
POSta. 72+04.7
` PT%\
\
\
\
\
F/ Sta 73 +00.77 \\
\
0 = 14° 21' 43.2" (LT) \\�
D = 7,311 00.0" `\
\
L = 19/.07' \\
\
T = 96.04' \\
\
R = 762.25' `\
1
GEORGE H. ELLINWOOD
RALEIGH, NC 27605
DB. 531, PG. 331

75
F/ StG 76 *65.15
A = /7' 44' 15.2" (RT)
D = 5° 42' 54.9"
L = 310.36'
T = 156.43'
R = 1,002.51'
PT StG. 78 *19.08
GEORGE H. ELLINWOOD
PCS t4• P.O. BOX 10681
RALEIGH, NC 27605
PROPOSED EP
DB. 531, PG. 331
1 PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS
I 6./6224/ // /2
I I
I
I STATE PROJECT NO. DESCRIPTION
/—N I
SR
4 1
? /I
I O
MERRIMC
I
CARTER.
I
SCALE
I
x------------------ I
MAY
1
I
J
JAN LEE AND JANET SMITH
I i
Q
1'FMCOASTALMANAGEMENT
' 816 GARNER DRIVE RIVERWOODS
-NEWPORT,NC
28570
DB.373, PG. 125
�
I
I i
i NORMAN LEE YATES,JR.
INDIAN SUMMER �2
SUBDIVISION
Q
P.O. BOX 2252
MOREHEAD
1 i
CITY, NC 285
DB.
I I
I
�
776, PG. 970
S 54° 44� 40,8" w i
11
INDIAN SUMMER
SR 1321 EXISTING R/WElftI BDIVISION
-- —
-------------------
--__—_--------- ��-----�EIP—q=W x g'L x z'd
—7 - ------------------PROPOSED EP — — — — — — 1 — —'CP % I
----------- - --- —
15
�y---—_F�l��--- EXISTING R/W
— — EXIST 1NG EDGE OP -
PROPOSED R/W
GEORGE H. ELLINWOOD
P.O. BOX 10681
RALEIGH, NC 27605
DB. 531, PG. 331
BASIN DESIGN CALCULATIONS
FROM STATION 70+00 TO STATION 88+00
1.800'(40')/43560(150) = 247.93 CUBIC FEET REOUIRED I
247.93 CUBIC FEET / 4 BASINS = 61.98 CUBIC FEET REOUIRED PER BASIN
USE 4: 4'w x 8'L x 2'd BASINS
STORAGE CAPACITY = 64 CUBIC FEET PER BASIN
---------------— — — — —
— — —
-
----------------.-------------------------------------'r-----------
-----------
EXISTING
----------
-----------
EXISTING EDGE OF ROAD ---------------
4'w
-- ------- --
II____
4 w
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
x 8'L x 2'd
0.12% GRADE
PCStG. 81(98.08
GEORGE H. ELLINWOOD
P.O. BOX 10681
RALEIGH, NC 27605
DB. 531, PG. 331
...
I
I
I
I
I _
I
I
I L ti
I s
I a a
I =
57 100
N M
Z p
I
I
I
I
I
I
I
1
I
I_r�E1P PROP. R4V
PERMIT DRAWING DATE:SEPTEMBER 2/,2001
PREPARED BY:N.C.D.O.T.
209 S.GLENBURNIE ROAD
NEW BERN,NC 28560
REVISED: MAY20,2002
FOR PERMITTING ONLY-.
NOT FOR CONSTRUCTION

PP.OJ.REFERENCE NO. SHEET NO. TOTAL SHEETS_
6.162042T 12 12
STATE PROJECT NO. DESCRIPTION
SR 1321
4H CAMP ROAD
VERRIMON TOWNSHIP
CARTERET COUNTY
I I MAY 12,1999
PERMIT DRAWING DATE:SEPTEMBER 21,2001
PREPARED BY:N.C.D.O.T.
209 S.GLENBURNIE ROAD
NEW BERN,NC 28560
REVISED VAY 20,2002
1 51 1 / // 1 52 GEORGE H. ELLINWOOD
\5
�' P.O. BOX 10681
RALEIGH, NC 27605 //
/ JUN 1 1 2002
OB. 736, PG. 875 // // /
/
C AS MOREHEA trpplBNT
\ x 1 /
1 /
WILLIAM HARRISON BAILEY 1► 11 (13) / i GEORGE H. ELLINWOOD /
WILLIAM HARRISON BAILEY I P.O. BOX 741 i i //6EORGE H. ELLINWOOD ,/ P.O. BOX 10681
\\ INEZ M. HAMMER , I ► / P.O. BOX 10681
\ 869 ANN COURT P.O. BOX 741 I HAVELOCK, NC 28532 ; I / / RALEIGH, NC 27605 /
HAVELOCK, NC 28532 I DB. 825, PG. 603I / RALEIGH, NC 27605 / /
; I / / DB. 739, PG. 138 /
\ PINECROFT VILLAGE I1 DB. 825, PG. 603 1 1 I / DB. 739, PG. 138 // i GEORGE H. ELLINWOOD
ASHEBORO, NC 27203 � / / P.O. BOX 10681
\ DB. 386, PG. 193 it - � Q % i // j //
Y7) / �/ I /7
RALEIGH, NC 27605
(12) // /' DB. 526, PG. 335
(5)
�\ \ 1`
INEZ M. HAMMER\v01311
869 ANN COURT \\ Svg P,� \0 No
PINECROFT VILLAGE
ASHEBORO, NC 27203\
DB. 386, PG. 197
S�
!\3)\ a
_ FLIM
A0.
L_
co\�
2o
PCSta. 8l +98.08
PROPOSED R/W 0.12% GRADE
Pl Sta 83 +76.60
0
S SUMMER /
DI 151°N
�I�) /
= //* 33' 32.9"
L =
342.69'
T =
NO IMPACTS ON i
R =
495°68'
ECM
COASTAL
COASTAL WETLAW)s YID)
�v `�
O EIP
EIP
-----EIP
/
IJ /N
85* 38' 34.1" %
W�-I-I,-��-
I ; 25'/PP
/—
\9) Q
__
___---'- —�- O
—'J EIP
4 w x 8 L x d
IL
35' �P
O
PROPOSED R/W 0.12% GRADE
Pl Sta 83 +76.60
0
= 39° 36' 45.1" (RT)
D
= //* 33' 32.9"
L =
342.69'
T =
178.52'
R =
495°68'
OPOSED E,
�L
PROPOSED EP_
PT Sta. 85 +40.78
GEORGE H. ELLINWOOD
P.O. BOX 10681
RALEIGH, NC 27605
DB. 531, PG. 331
PIPE
PROPOSED
EXISTING
///
nm"M
v -I i_ — ovECM�--T� Al O
ti 4'w x —
8'L ------ _ �
Q� x 2d -- -
- _ _
__ li j ECM 35 RP
02�
ECM
NO�IMPACTS 6N ;` �� 25' RF
ado ' COASTAL WETLANDS,I: ;I
----------------
E(P 4' CHAIN
1 LIN K FENCE
X
I
X
O EIP
EIP
,r "ARENA 7
/ 12025 SO. FT.
IDOTSta° 88 f98.7/
NUMBER 5
48'x48'1
28'x3611 C
GEORGE H. ELLINWOOD
P.O. BOX 10681
RALEIGH, NC 27605
DB. 531, PG. 331
EXISTING DITCH IS NOT A BLUE LINE STREAM

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
5/29/02
Weyerhaeuser
C/O Barbara Khoury
P.O. Box 1391
New Bern, N.C. 28560
Dear Mrs Khoury:
JUN 0 7 2002
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 50' x 48" culvert with two 60' x 48" aluminum pipes onsite of his/her property located on SR
1321 in _Carteret County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Dept. of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza II
Morehead City, City N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
h �
I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
)- '- ` "ignature)
OF
6 — 6— 6 (Date)

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
5/29/02
Joseph S. and Kathleen Balent
536 Chestnut St.
Middlesex, NJ. 08846
Dear Mr./Mrs Balent:
juN 1 0 2002
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 50' x 48" culvert with two 60' x 48" aluminum pipes onsite of his/her property located on SR
1321 in Carteret County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Dept. of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza II
Morehead City, City N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
(Signature)
AIC2�. \ 5 \ 0 1_� (Date)

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
5/29/02
George Ellinwood
P.O. Box 10681
Raleigh, N.C. 27605
Dear Mr. Ellinwood:
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 28' x 36" culvert with a 48' x 48" aluminum pipe onsite of his/her property located on SR
1321 in _Carteret County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Dept. of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza II
Morehead City, City N.C. 28557
EDA RECEIVED
JUN, 3 2002
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
1�
!/ I have no objection to the proposed project as described in this correspondence.
I have objection to JqP,,project as presently proposed and have enclosed comments.
(Signature)
(Date)

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UNITED STATES POSTAL SERVICE
First -Class Mail
111111 Postage & Fees Paid
USPS !
Permit No. G-10
• Print your name, address, and ZIP Code in this box •
Attn: Jay Johnson r^ '
NC Dep p rtt. of Trans o �^� 13;q
PO Box 1587 ation
Greenville, NC 27835-1587
�� 1��1sifi��tfifi�,i,f�fifi�sfi�{si:;fii�fi}!il,f1{I��tllt,l�l,<<Iltlf�l

q SENDER:
■ Complete items 1 and/or 2 for additional services.
111 ■ Complete items 3, 4a, and 4b.
■ Print your name and address on the reverse of this forth so that we can return this
I card to you.
j ■ Attach this form to the front of the mailpiece, or on the baric if space does not
permit.
■ Write 'Return Recelpt Requested' on the mall iece below the article number.
j ■The Return Receipt will show to who too a#be)s cWjvered and the date
delivered. ;U,
3. Article Addressed to: e
David T Rowe
JU
I also wish to receive the
following services (for an
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
N 1 1 200. 4b, rLice Type
C/o StricklinL—Al2-P–EHEAD
� ❑ Registered ertified
448 Westbrookgs . Express Mail ❑ Insured
Havelock, NC 10 Return Receipt for Merchandise ❑ COD
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PS Form 811, December 1994 102595-98-B-0229
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Return Receipt

UNITED STATES POSTAL SERVICE First -Class Mail
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Attn: Jay Johnson CDj\-+ 13,-24
NC Dept. of Transportation
PO Box 1587
Greenville, NC 27835-1587

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■ Complete items 1, 2, and 3. Also complete
A. Signature
item 4 if Restricted Delivery is desired.
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5 ■ Print your name and address on the reverse
✓+
so that we can return the card to you.
f
B. Received by
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
If YES, enter delivery a
JUN 1 1 2002
❑ Agent
C. Date of Delivery
item 1N ❑ Yes
slow- ❑ No
❑ Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
j 2. Article Number -7a
1 (Transfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt 102595-01-M-2509
l �

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
CA&102l;
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SENDER:
• Complete items 1 and/or 2 for additional services.
■ Complete items 3, 4a, and 4b.
■ Print your name and address on the reverse of this form so that we can return this
card to you.
• Attach this form to the front of the mailpiece, or on the back if space does not
pem,it. --
■ write "Return Receipt Requested �alsto'Aliv number.
■ The Return Receipt wtll shOW fp a date
delivered.
3. Article Addressed
I ! UC
,SIN 1 i n^
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J. M. F=1n2Uit5§–f-rTQetjEHEAD
MANAGEMEN'
227 E. __
Goldsboro, NC 27530
signaturte: (Addressee or Agent)
X "7l t11 ', — C "--\
I also wish to receive the
following services (for an
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee._
Article Number
n0,2 (411)3 1433
4b. Service Type
❑ Registered /31.1certified
❑ Express Mail
❑ Insured
❑ Return Receipt for Merchandise
❑ COD
7. Date of Delivery
8.
and fee is paid)
Ps For, 3811, December 1994 1025959&B-0229 Domestic Return Receipt

UNITED STATES POSTAL SERVICE First -Class Mail
Postage &Fees Paid
USPS I
Permit
_�,.._,._..__----....,.-----
_._,--- �11--,—'—,--,--�--,—.-.,-.—,-.—,—.-1--,--,--,--,_._'No G 10
• Print your narYte, address, and ZIP Code in this box •
Attn: Jay Johnson CDLJ 1314
NC Dept. of Transportation
PO Box 1587
Greenville, NC 27835-1587

SENDER:
• Complete items 1 and/or 2 for additional services.
• Complete items 3, 4a, and 4b.
• Print your name and address on the reverse of this form so that we can return this
card toyou.
• Attach this form to the front of the maiipiece, or on the back It space does not
permit.
■ Write "Return Receipt Requested" on the mailplece below the article number.
■ The Return Receipt will show to whom the article v— delivered and the date
delivered.
3. Article Adclrrt,sed to: I 4a. Article
4
6.
X
Georgia N. Overman etal
3314 Bridges St. Lot 4
Morehead City, NC 28557
Agent)
PS Form 3811, December 1994
-
I also wish to receive the
- I
following services (for an
extra fee):
1. ❑ Addressee's Address
,
2. ❑ Restricted Delivery
Consult postmaster for fee.
S,
s 1
Number
❑ Registered
❑ Express Mail
❑ Return Receipt for Merchandise
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❑CODS
to of De ver'
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dressee's Ad(jre. ( y i quested
I fee is paid)
J UNI ! 2002 ' 5
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UNITED STATES POSTAL SERVICEC,Wa�ddresC,
First -Class Mail
L7 P�_M.__.--....._..V._.__.w_.-Print your n nd ZIP Codeisbox= 0
-Atn: Jay Johnson Ca,* t3. -Li
1JC Dept. of Transportation
PO Box 1587
Greenville, NC 27835-1587

SENDER:
I also wish to receive the
■ Complete items 1 and/or 2 for additional services.
■ Complete items 3, 4a, and 4b.
following Services (for an
■ Print your name and address on the reverse of this form so that we can return this extra fee):
card toyou.
■ Attach this form to the front of the mailpiece, or on the back if space does not 1. ❑ Addressee's Address
permit. 2. ❑ Restricted
■ W r to "Return Receipt Requested" or�#te /Waif ;ece below the article number. Delivery
•The Return Receipt will show mm �(ho{�%-thef cl
delivered. L _
and the-date
Consult postmaster for fee.
3. Article Addressed to:
Article Number
Jun, a .t 2002
George Ellinwood
; 4b. Service Type
PO Box 106$1q
❑ Registered Certified
P"TAL MANAG C1 Express Mail [I Insured
Raleigh, NC 2 EMENT
MOREHE
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❑ Return Receipt for MerCftBndise [I COD
7. Date of Delivery
5. Received By: (Print Name)
8. Addressee's Address (Only if requested
and fes i a
6. Signature: (Ad ressVe
grArn
X(r
PS Form U11, December 199
102595-98-8-0229 Domestic Return Receipt

UNITED STATES POSTAL SERVICE
i,
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
o Print your name, address, and ZIP Code in this box •
Attn: Jay Johnson CO-*- t3 Z'
NC Dept. of Transportation
PO Box 1587
Greenville, NC 27835-1587

j SENDER:
j ■ Cortiplete Items 1 andlor 2 for additional services.
■ Complete nems 3, ea, and 4b.
■ Print your name and address on the reverse of tlds form so that we can return this
to ou.
■ card
ard �this form to the front of the mailpiace, or on the back If space does not
■ Write 'Return Receipt RequestedO th I face
pe1oW1 c�-nurtirier.
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delivered.
3. Article Addressed to: 4 . '-A rticle
i 4 f ,SUN l j 2U04 -
Weyerhaeuser i 4b. Servic,
I also wish to receive the
toUowing services (for an
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
I� O aT a
"OUMASTAL MANAGEN, I� Registered
PO Box 1391 1 MOREHEAD
a%:MaI,1
New Bern, NC 28560 ta
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5. Received (Print Name) 8. dressee's Ac
49� I sT��/ �� 1 nd fee is:
s paid)
6. Signature: (Add a orA ent)
X ' `B
{' S PS Form 3811, Dec ber 1994 102595-98-13-0229 f4c�
Merchandise
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❑ Insured
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First�{F1Sq b ail
UNITED STATES POSTAL SERVICE��• /IjC OSt 8.8t..FeAS
P
----------------- M
Print your n M, a�ldi��s, d ZIP Code in-thisy"
! ..,_l
Attn: Jay Johnson La,,A- 1-3.7-1
NC Dept. of Transportation
PO Box 1587
Greenville, NC 27835-1587
Z � tE!i!�1!!!II!!I!4!11!!�fi4llFIIIISIil3l�liittl jf!i Sf!!!illili!

SENDER: I also wish to receive the
■ Complete items 1 and/or 2 for additional services. fOIIOWirI SBrVICeS (for an
■ Complete items 3, 4a, and 4b. - g
■ Print your name and address on the reverse of this form so that we can return this extra fee):
card 10 ou.
ti ■ Attach this form to the front of the mallpiece, or on the back if space does not 1. ❑ Addressee's Address
t it. 2. El Restricted
■ Write "Retum Receipt Requested" on the mailpiece below the article number. Delivery
• The Reetuurn Receipt will show to whom the article was delivered and the datedelivConsult postmaster for fee.
} 3. Article Addressed to: 4a.. Article Number
?099 3oub ood o lcSj9
Joseph S. and Kathleen Balent 0 Service Type
❑ Registered'�, Certified
536 Chestnut Street ❑ Express Mail ❑ Insured
1 Middlesex, NJ 08846 ❑ Return Receipt for Merchandise ❑ COD
7. Date of Delivery-
5.
elivery_
5. Received By: (Print Name)
W 6. Signature: (Addressee rA
$ X
tl/ PS Form 4411, ecember 1994
12and fee is paid)
111 JUN 1 1 2002
Pt

UNITED STATES POSTAL SERVICE P E C
PM
Print you "I IN
First -Class Mail
and ZI .
Attn: Jay Johnson COA* k 321
NC Dept. of Transportation
PO Box 1587
Greenville, NC 27835-1587