43484_NC DOT_20051019

i_ICAMA I --] 9REDGE & FILL O AIM M
G E N EUAL PERMIT Previous permit #
❑New !Modification -]Complete Reissue Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of nvironment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
\ C Rules attached.
Applicant Name /UC Loci- Project Location: County _ -_
Address j : C" . /� F / 1 4 7 Street Address/ State Road/ Lot #(s)
City - ri U 1 F State !'JZIP 278 3c"I
Phone # f 4� j?C Fax # O Subdivision
Authorized Agent .� �/ �' " S O +^� City ' 1 c r h ZIP
Affected ❑ CW '5KEW XPTA [RES 'OPTS Phone # ( _ } River Basin A( JV , 4 ( F
:j OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A !
AEC(s): Adj. Wtr. Body 0V 1. r gnat /man_/unkn
Closest Maj. Wtr. Body 4 - I_--
ORW: yes no PNA (yes /. no Crit. Hab. yes / no / j
Type of Project/ Activity
Pier (dock) length_
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Ripraplength
avg distance offshore
max distance offshore
Basin. channel
cubic yards_
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
Shoreline Length
SAM not sure yes no i -- —
Sandbags: not sure yes Co
Moratorium: n/a ;- yes no
Photos: yes Qn -:
Waiver Attached: feS no
A building permit may be required by:
0
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit
Application Fee(s) Check #
(Scale:.,v, � �•� ,/ •r�
l
See note on back regarding River Basin rules.
/r//%/r /V/f/0 -(�
Issuing Date Expiration to
r'
Local PlanningJurisdiction RoverFi1 ame

I
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, certifythat this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
L7 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 (252-946-648 I) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer 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
Fax: [phone]
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
400 Commerce Ave
Morehead City, NC 28557
202-808-2808/ 1-888-4RCOAST
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
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 06/29/OS

COMPLETE THIS SECTION
■ 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,
1 or on the front if space permits.
1. Article Addressed to:
1Du t i Ga tit
Nc 41Gi-'woy (az uotr-14
3)dNC H , A]C 2 7 A i�
A. SIdhature
❑
X Agent
❑ Addre
B. Recei by (Printed Name) C_D>ie of Del
D. Is delivery address different from item 14 U Y,61
ff YES, enter delivery address below: ❑ No
3. Service Type
Kf Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise l
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7003 1010 0002 6560 5187
PS Form 3811, August 2001 Domestic Return Receipt 2ACPRl-03-Z-GM5

UNITED STATES POSTAL SERVICE First -Class Mail
R 14 p Post
USW& Fees
Permit No. G-10
• Sender. Please print your name; address, and'20,+4 irrthisJaox
A/c T
Gull/✓///E/ nfc 27A35"
ll,11,f,11,11111if1Ffit hyop� jl�
s�

S
■ 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.
I. Article Addressed to:
SvsiS,t/ Gt%�✓
RA A/, Al C
7(00$
A. Signat
�❑ Agent
X r LJ Addressee
B. Received by (Printed Name) C. Date of Delivery
D. Is de' �� r i r�� ftem 1 T ❑ Yes
if XKc 1, ter dctiverwaddr b ow: ❑ No
F "20Q5
3. Servic e
d Mail ❑ Ex ss M
egiste eturn ceipt for Merchandise
❑ 1 red Mail El B.O.
4.
Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7003 1010 0002 6560 5170
PS Form 3811, August 2001 Domestic Return Receipt 2ACPRi-03-z-0s85
i

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 •
e Ee,jV�ll�, IVC Z783s

■ 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:
ice. p . fox 3&3
ly1Aesi44 Il b>r zz, Af6-
A. Signature
❑ Agent i'
' ` ` �U ���— Addressee
B. Received bled Na e) C. Date of Delivery—,
D. Is delivery address diffe nt from item 1? ❑ Yes
ff YES, enter delivery address below: f(No
G
3. ServjCe Type r W
Certified Mail ❑
❑ Registered ❑ R rn Re c fePA handise y
❑ Insured Mail ❑ C.O. t�
Zg 5S 3 1 4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
? (Transfer from service label) 7003 1010 0002 6599 5806
PS Form 3811. August 2001 Domestic Return Receipt 2ACPRI-03-2-09s5'
1 `

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 •
/ c- CDT
O, f`3- �X J587
z78
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-- = '•' S•�•'+ 'Fiti iFiliF3iS}iiFFF i�f£fF F ilfliiiFF}FF?IFF1 147.

ol C�r 5 1 Ive )

Form DCM-MP-5
BRIDGES AND
CULVERTS
$100.00 Processing Fee
NCDOT WBSNO.2.B201611
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 N/A
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
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(sy?
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)
g. Length of proposed bridge.
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
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 of Sleepv Creek
b. Number of culverts proposed 3
c. Type of culvert (construction material, style)
CORRUGATED METAL PIPE
d. Will proposed culvert replace an existing bridge?
Yes _ _X_No
If yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
Revised 03/95

Form DCM-MP-5
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
_ X Yes _ No
If yes,
(1) Length of existing culvert 60'
(2) Width of existing culvert 2 (a-), 60"
(3) Height of the top of the existing culvert above
the MHW or NWL 1.0'
(4) Will all, or a part of, the existing culvert be
removed? (Explain) YES
f. Length of proposed culvert 60'
g. Width of proposed culvert 3 N-) 60"
h. Height of the top of the proposed culvert above the
MHW or NWL 0'
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 70'
(2) Width of area to be excavated 23'
(3) Depth of area to be excavated 4.0'
(4) Amount of material to be excavated in cubic
yards 1,610 SQUARE FEET
b. Will the placement of the proposed bridge or culvert
require any excavation within:
X Coastal Wetlands SAVs _Other
Wetlands
If yes,
(1) Length of area to be excavated 11.83'
(2) Width of area to be excavated 11.83'
(3) Approximate area to be excavated
140Ft'
c. Will the placement of the proposed bridge or culvert
require any high ground excavation? X Yes
No
If yes,
(1) Length of area to be excavated 40'
(2) Width of area to be excavated 27'
(3) Amount of material to be excavated in cubic
yards 1,080 SQUARE FEET
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 or NWL? 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? X Yes _ No Open Water Impacts
If yes,
(1) Length of area to be filled 9'
(2) Width of area to be filled 64'
(3) Purpose of fill For Pipe Bedding and
Cover
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: N/A
Coastal Wetlands SAVs Other
Wetlands
If yes,
(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
Revised 03/95

Form DCM-MP-S
described in Item d. above)
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
to be placed on Signature
a. Will the proposed project involve any mitigation?
Yes No X
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 Bridle 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
If yes, explain in detail
NCDOT-Carteret Pipe Replacement on SR 1346
Applicant ect Name
Revised 03/95
Date 09/20/05

STATE OF NORTH CAROLINA
_
R
_�._T.
2B.201611 i
I
DIVISION OF HIGHWAYS
R I "� `"��"ROAD NI-20
P
I
FYATIAr Pp
To wITH
o
PRWOSED 30 601x60'C P
I
CARTERET COUNTY
VICINITY MAP
SCXEf-20'
SEPTEMBER T 2M
Z
SEE ATTACHED SHEETS
FOR
PERMITTING ONLY.
o
LOCATION:..Sj 1346 STAR CHURCH ROAD
NOT
FOR CONSTRUCTION
U '
CARTERET COUNTY N1-2041
Ix
--------------------
TTPB OF e PIPE REPLACEMENT
jrrTe
nauRu
OF TruwraT.
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dT'61d1 LAG[ WMtD.IR[
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i
PROPOSED rURB/DRY ' ' py q•
NIY o�Y 03�1' yid CURTNN yg xiwm.,yE�
i�CB a[Sf
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yiy' AREA I
LIBf.Q3ltKx]! 23SAREA (BU2�S16M1
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cusS a M,p — —PROPOSED TENPDRA9r
DRfiM4 Rn_ SILT FEhCE
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j 1TRL Ri
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FENCE
y
\SILT
3 v^ ri•s ' Y r rta i x. as mc1
yy, in— 1 �LyiJ _ii 3 i v "AM
Troen
2 O 60_x 60' CIS PIPES IE715TR1O1—
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SR AJN SR IJ46 STAR OWORYW RO4O
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0 60' x 60' CAI PIPES (PROPOSED)
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—
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"'t NO BUFF£RFAv 651N THE WRITE OAK PoVER BASIN
AREA 4 IE
I:d
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_PROPOSED TURDIDRY
am , '
NARLTwIIAt'/gr U911 a CURTNN AREA 3 �m"m m
COASTAL tE1LAR05 ePACT °i YVI�
AfiA i v K 11 1
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e7
AREA 2 • s, eu rt
PIPE REPLACEMENT
AREA , • 16 e° tt EXISTING 2 o 60x60'CORRUGATED METAL PIPES
i0i.11 ARFj =MOM ft
TO BE REPLACED WITH
OPEN 5AIER WACTS
AREA 6 = 3K e° It
AREA 6.345 e° It
PROPOSED 3 o 60A x 60' CORRUGATED METAL PIPES
TOTAL AREA - 690 eQ f
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` GRAP19C SCALBS DBSIGN DATA
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1i�.`—��T. �.
FROM (HORIZONTAL)
+t _ _
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PROJECT LENGTH
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DIVISION OF HIGHWAYS
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NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION IMUK14 OF SLEEPY CaEER
DIVISION 2, BRIDGE MAINTENANCE
NEW BERN, NC i w 110 i
PROPOSED TURBIDITY 0° o SUSAN WON
ALICE LYNN DRYDEN b \v CURTAIN T 319 MORRISON AVENUE
P.O. BOX 363 I RALEIGH,NC 27608
MARSHALLLBERG, NC 28553 t AREA I I AREA 5 DSK.1095,PG. 144
DBK. 899, PG. 438 l , .. 2 3' AREA 2
CLASS B RIPRAP ^ PROPOSED TEMPORARY
EXISTING R/W :SILT FENCE
-------- —-•�-�•----------
PROPOSED TEMPORARY "' r
SILT FENCE\ r
2 @ 60" x 60' CM PIPES (EXISTING) r
r
I 1 ,
TO SR 1343 SR 1346 STAR CHURCH ROAD
3 @ 60" x 60' CM PIPES (PROPOSED)
r ,
-------------
I
I
FOR PERMITTING ONLY;
NOT FOR CONSTRUCTION
EXISTING R/W
TF (TOE / WATERS EDGE)
�b a — SP (SHOULDER POINT)
— — 4 — — —� — — EP (EDGE OF PAVEMENT)
--————— — — — — —— -- --EP (EDGE OF PAVEMENT)
—4—V �-d — b-�- � s, — — — — SP (SHOULDER POINT)
y k •� — *— -- — — TF (TOE / WATERS EDGE)
ROPOSED TEMPORARY
I SILT FENCE
\b`b/, EXISTING R/W EXISTING R/W
i CLASS B RIPRAP
23_
"( SLEEPY CREEK IS IN THE WHITE OAK RIVER BASIN
AREA 4 T AREA s NO BUFFER RULES
BR CH OF SLEEPY CR K , PROPOSED TURBIDITY JOANNE P. DUNCAN
ALICE LYNN DRYDEN T I CURTAIN NC HIGHWAY 62 NORTH
P.O. BOX 363 I 'oq AREA 3 BLANCH, NC 27212
cliMARSHALLLBERG. NC 28553 W o DBK. 652. PG.167
DBK. 898, PG. 438
PIPE REPLACEMENT
— — — — — — — — — — — — — — — — — — — — —
I I i
\b \b b b
tab.' PROPOSED TEMPORARY SILT
u-
y`�SILT FENCE �------------
I
(
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I
EXISTING 2 Lo 6011x60/ CORRUGATED METAL PIPES
TO BE REPLACED WITH
PROPOSED 3 @ 60' x 60" CORRUGATED METAL PIPES
0

PROPOSED PIPE REPLACEMENT (NI-2041)
PROJECT NUM8ER:2B.201611
ROAD: SR 1346
COUNTY:CARTERET
DATE:9-7-05
BY: BG LITTLETON, JR. (TT -V)
DIVISION Il BRIDGE MAINTENANCE
EXISTING 2 Q 60" X 60' CM PIPES
22'
SR 1346
18'
PROPOSED 3 2 60" X 60' CM PIPES
SR 1346 = 27'
1
5'
EXCAVATION ABOVE NWL
40' X 27' = 1080 SQ.FT.
EXCAVATION BELOW NWL
70' X 23' = 1610 SOFT.
2'
23'
�,••�•• 12-MIN. BEDDING
DRAWING IS NOT TO SCALE

LEGEND SHEET
I
t
DIFFUSE FLOW THROUGH
WETLANDS
-+ �
VEGETATED UPLANDS BEFORE ENTERING
WET ANDS
r-
S0L EROEAC MEET LEGEND.
TYPICAL
TEMPORARY
ROCK SILT CHECK
I
w
>
a
x`" SALT SASN TYPE B
u1<
TYPE -A
UPLANDS
w l
a
'
w
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TEMPORARY ROCK SLr CHECK TYPE -A
O
Q
d
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TEMPORARY ROCK SILT CHECK TYPE-0
tl I
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.-'+,.�M.
+�^ TEMPORARY SILT FENCE
SILT BASIN TYPE-B
o
lar wnl rarer Y'
a
w�I
GRADE BREAK
I
I
�l. DIRECnON OF FLOW
w
o
------ WOODSLINE
Tt
DIFF1ISF
FI nW
IIFTAIL
DIFFUSE FLOW
TEMPOAARY ROCK SILT CHECK TYPE 'D'
DITCH
T
f (
.LEM OF FAVMHT
I'MMML :TONE
EI.aE
IECMmIO VIEW
it
i
FLOW
TRAPEZ01PAL DITCH ILKYATZ" VIEW
NTS
------- 401 WETLANDS FILL AREA
anc+ 30 -
Mac _NEUSE RIVER RIPARIAN BUFFER
—------- 404 WETLANDS
>ti -- COASTAL WETLANDS
GL GL
---- GRASS LINED CHANNEL
---- OPEN WATER IMPACTS
n.
x
eEtrlox a -a
.1 • 11' ON- ?I- W.
r SECTION A -A
TEMPORARY ROCK SILT CHECK TYPE -A
PROPOSED SILT FENCE
WETLAND VAR.O'-G'
EDGE OF EXIST. ROAD
EXISTING FILL
UTILITIES LEGEND,
TYPICAL EACH SHEET
j
POWER POLE
AG
TELEPHONE PEDESTAL
©
CABLE TV PEDESTAL
O+
SEWER CLEAN OUT
®
WATER VALVE
FIRE HYDRANT
Q
WATER METER
EIPO
EXISTING IRON PIPE
+
PROPERTY CORNER
—Ft
PROPERTY LINE
GRASS -LINED CHANNEL
Z '
X-SECTION AREA (A) = BD +ZD
TOP WIDTH (T) = B + 2DZ
AREA TO BE �-6
FILLED OR EE UNDISTURBED AREA
DISTURBED
a
FABRIC BURIED BELOW
EXISTING GRA
SILT FENCE
f)FTAII
rvl�
PROPOSED SILT FENCE
VAR.0'-6' I WETLAND
EDGE OF EXIST. ROAD

VAI
DIM,
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
® 3 FT. ®�
CONTROL STONE
MIN.
4
SEDIMENT CONTRO
I FT. MIN.
WATER FLOW
1\2ittL rU5i - Z I -!.DEEP
WOOD POST - 3 FT. DEEP
GENERAL NOTES:
USE NO.3 OR NO.57 STONE FOR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
PRICE PER TON SEDIMENT CONTROL STONE
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH �/4 INCH MESH OPENINGS
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM
INSTALL 6 FT. LONG.3 IN. DIA. WOOD POSTS
3 FT. DEEP MINIMUM
SPACE POSTS A MAXIMUM OF 3 FT.
T
TURBIDITY CURTAIN
T
PUMP
SILT BAG

61
DOT PERMIT FEE BILLING REQUEST
Date: 10/19/05
To: Jaye Poole
From: Bill Arrington
Transfer Amount: $100.00
DOT Project Description: culvert replacement
Bridge #:
Culvert Location: On SR 1346, approximately 0.1 miles east of SR 1343, at the crossing
of an UT to the Sleepy Creek.
State Road #: 1346
County: Carteret County
DCM Permit Type and Number: GP 43484 C
Fee Division if Applicable: (record amounts to be split with DWQ, if applicable) N/A
DCM:
DWQ:
WBS Element Number: 2.B201611