44253_NC DOT_20060213 (2)

C
CAMA / DREDGE & FILL M 44253
GENERAL PERMIT Previous permit #
.New ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit i sued N
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_ Z 5 LI y
❑ Rules attached.
Applicant Name K Dd T Project Location: County�s ref
Address__ , 0 , A c,,I 5-L Street Address/ State Road/ Lot #(s)
City 6 f— Oeo 60lR. state ZlP 2-7 UY SloF i _('ret,11 � Y16
Phone # (� 9 � $3 d 3y ('y Fax # ( )_ Subdivision S 1 3 U C Sc� ,Sit l
Authorized Agent 3-c'-( 1-0 k"k 5 C-- City_ MAv ` I f✓�, ZIP
Affected KCW V EW ;PTA )< ES , PTS Phone # ( -) / River Basin A 4", O'e
AEC(s)
s) : ElOEA ❑ El IH ❑ UBA ❑ N/A /_ nat/manunkn _
• 1-1PWS: ❑ FC: Closest Maj. Wtr. Body
Adj. Wtr. Body S_ %f=E• p �! CY`Pt' f� �
ORW: yes / no PNA yes / no Crit. Hab. yes / no
Type of Project/ Activity Cu / Gv^ -�- f\ P d le. aL t--t %
(Scale: d 61 C�vn w � y)
Pier (dock) length _ ___._--------------�-------
! r
Platform(s)
i
Finger pier(s)
Groin length — i lrc X SIt -
- -jnumber
Bulkhead/ Riprap length `2 (C�/ ��` X �V
`� II
avg distance offshore
max distance offshore _.
Basin, channel 1— —1— — - -- - -
Boat ramp
cubic yards
Boathouse/ Boatlift — --- - — —
- i
Beach Bulldozing
OtherU
Shoreline Length - -
SAM not sure yes
Sandbags: not sure yes
Moratorium: n/a yes no f _
{ i
Photos:
Waiver Attached: y s no _�� - -- —'-- --- - - - - - - -- - - - - - -
A building permit may be required by: / / ❑/ See note on back regarding River Basin rules.
Notes/ Special Conditions ��4 O-� G �(,� Pi''7-S tN L4 5 se 14 -~ f�-27C /Z Ay
6.e jy r,.5 h1,Gk
Agent or AppKcant Printed Name
Signature ** Please read compliance statement on back of permit
100 A b,'t tOA Z,8201611
Application Fee(s) Check #
Permit Officer's Si nature/
2 o O
Issu g Date // Ex iratio Date
re7� ro .
L PlanningJurisdiction Rover File Name

r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
March 1, 2006
Jay Johnson
P O Box 1587
Greenville, NC 27834
Dear Mr. Johnson:
Attached is General Permit 444252C and 44253C
In order to validate this permit, please sign the permit 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. If the signed permit copies are not returned to this office before the initiation of
development, you will be working without authorization and will be subject to a Notice of
Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
Bill Arrington
Coastal Management Representative
lsb
Enclosures
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net

X
DOT PERMIT FEE BILLING REQUEST
Date: 2/13/06
To: Jaye Poole
From: Bill Arrington
Transfer Amount: $100.00
30-3yg0
g30,3352
DOT Project Description: General Permit Application for replacing culverts in an UT to
Sleepy Creek, in Carteret County
Bridge #:
Site Location: SR 1346 in Carteret County at the crossing of an UT to Sleepy Creek, in
the community of Marshalberg, Approximately 1800 feet east from SR 1343
State Road #: 1346
County: Carteret County
DCM Permit Type and Number: General permit 44253
Fee Division if Applicable: (record amounts to be split with DWQ, if applicable)
DCM: 100%
DWQ: 0%
WBS Element Number: 23201611

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Form DCM-MP-5
BRIDGES AND
CULVERTS
$100.00 Processing Fee h. Width of proposed bridge
NCDOT WBSNO.2.B201611 i. Height of proposed bridge above wetlands
NI-2040
j
Attach this form to Joint Application for LAMA Major . Will the proposed bridge affect existing water flow?
__Yes No
Permit, Form DCM-MP-1. Be sure to complete all other If yes, explain
sections of the Joint Application that relate to this
proposed project. k. Navigation clearance underneath proposed bridge
1. BRIDGES N/A
1. Will the proposed bridge affect navigation by
a. Public Private reducing or increasing the existing navigable
opening? Yes _ No
b. Type of bridge (construction material) If yes, explain
c. Water body to be crossed by bridge
in. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
d. Water depth at the proposed crossing at MLW or If yes, explain
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 or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
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
Tributary of Sleevv Creek
b. Number of culverts proposed
2
is to be placed
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?
_XYes__No
If yes,
(1) Length of existing culvert 60'
(2) Width of existing culvert 2(&, 60"
(3) Height of the top of the existing culvert above
the MHW or NWT 2.0'
(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 2 (i 60"
h. Height of the top of the proposed culvert above the
MHW or NWL IS
Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain
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 60'
(2) Width of area to be excavated 16'
(3) Depth of area to be excavated 2.0'
(4) Amount of material to be excavated in cubic
yards 960 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 5.66'
(2) Width of area to be excavated 5.66'
(3) Approximate area to be excavated
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 20'
(3) Amount of material to be excavated in cubic
yards 800 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
(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 12.65'
(2) Width of area to be filled 12.65'
(3) Purpose of fill For Pipe Bedding and
Cover 320 Sq. Ft. Open Water Impacts
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 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
If yes, explain in detail
NCDOT-Ca Pipe Re la went on SR 1
Applicant or Pr ject ame n
Date 01/06/06
Revised 03/95

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NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION II, BRIDGE MAINTENANCE
NEW BERN, NC
Julian M. Brown
770 Pigott Rd
Gloucester, NC 28528
Deed Bk 0346
Deed Pg 00421
BRANCH OF SLEEPY CREEK
I To
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co �< o
I o Turbidity Curtain
CLASS B RIPRAP \11 I-.. 16 1
AREA 5 I `k
AREA I `� ,b' _ _ rl f IO' AREA 2
-----------------------
------------------------------------
EXISTING 2 La 60" X 40, CM PIPES
SR 1346-------
PROPOSED 2 @ 60" X 50' CM PIPES
David Jones
3533 Pinnacle Drive
Cary, NC 27511
Deed Bk 0670
Deed Pg 00348
_`----------- TF (TOE OF FILL)
s
-------------------- __
-- - - SP (SHOULDER POINT)
— —
EP (EDGE OF PAVEMENT)
EP (EDGE OF PAVEMENT)
------------------------------------ -- -------------------------7 - -- SP (SHOULDER POINT)
— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — 3----- TF (TOE OF FILL)
4�l rJ
James Parker AREA 4 10'\� AREA 3 Douglass Morris
803 Soundview Ave. AREA 6 385 Star Church Road
Newport, NC 28570 CLASS B RIPRAP �� L — — — Marshallberg, NC 28553
Deed Bk 0494 �\� , I 16' ,y Deed Bk 0567
Deed Pg 00169 Deed Pg 00376
COASTAL WETLANDS IMPACT
AREA I = 16 sq ft
AREA 2 = 16 sq ft
AREA 3 = 0 sq ft
AREA 4 = 0 sq ft
TOTAL AREA = 32 sq ft
Turbidity Curtain +�—- e-.-
OPEN WATER IMPACTS
AREA 5 = 160 sq ft
AREA 6 = 160 sq ft
TOTAL AREA = 320 sq ft
SCALE. I" = 20'

I PROPOSED PIPE REPLACEMENT (N1-2040
nROJECT NUMBER.2B.201611
ROAD: SR 1346
COUNTY:CARTERET
DATE:9-8-05
BY: BG LITTLETON, JR. (TT -V)
DIVISION 11 BRIDGE MAINTENANCE
EXISTING 2 (0 60" X 40' CM PIPES
SR 1346 20'
i
16'
PROPOSED 2 2 60"X 50'CM PIPES
SR 1346
EXCAVATION ABOVE NWL
40' X 20' = 800 SOFT.
EXCAVATION BELOW NWL
60' X 16' = 960 SOFT.
0'
16'
)n
Bed Elevation
DRAWING IS NOT TO SCALE

SILT SASIN TYPE 'L'
Im
LEGEND SHEET
DIFFUSE FLOW THROUGH WETLANDS
vEGETaTED UPLANDS BEFORE ENTERING WETLANDS� I �
Z
w
w
SOIL DID" CONTROL LEGEND.
TYPICAL EACH SHEET
TEMPORARY ROCK SILT CHECK I
>
TYPE -A UPLANDS /
Z
w
a
yll
SILT BASIN TYPE 8
I
W
Ow
ya{t,�'-
TFYPORARY ROCK SLT CHECK TYPE -A
0-
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TEWPORART ROCK SILT 04ECK TYPE-8
O
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TE4PpUflT SILT FENCE
SILT BASIN TYPE-B
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GRADE BREAK
2
a
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ow
C
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—il.-
DN cnON OF FLOW
I
------ WOODSLINE
x
=T: DIFFUSE
FLOW
DETAIL
DIFFUSE FLOW
TEMPORARY WUCK SILT CHECK TYPE 'B'
DIITTC1�l "
tN
. �ED. OF PAVEMENT
STSOCNML ATONE
Iacmmrc Vler
I' YIN. NATUTAL WANO
CROSS SECTION
VEi on N
- LAA OF DITCH
AArJftAL MND it, MIN.
SILT
TIRAMCIDAL
ELEVATION VIEW
NTS
-------- 404 WETLANDS FILL AREA
Ws a 30 _
-- INFUSE RIVER RIPARIAN BUFFER
— 404 WETLANDS
-- COASTAL WETLANDS
GL GL ---- GRASS LNFA CHANNEL
----OPEN WATER IMPACTS
ti
SECTION I-O
n•u•m.. u•w.
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SECTION A -A
•'W TEMPORARY ROCK SILT CHECK TYPE -A
PROPOSED SILT FENCE
WETLAND VAR.O'-G'
EDGE OF EXIST. ROAD
EXISTING FILL
UTILITIES LEGEND,
TYPICAL EACH SHEET
POWER POLE
i
AG
ID
TELEPHONE PEDESTAL
©
CABLE TV PEDESTAL
SEWER CLEAN OUT
®
WATER VALVE
FIRE HYDRANT
0
WATER METER
EIPo
EXISTING IRON PIPE
+
PROPERTY CORNER
— IT--
PROPERTY LINE
GRASS -LINED CHANNEL
TRAPEZOIDAL DITCH SECTION
Z--
X-SECTION AREA (A) - 8D +ZD
TOP WIDTH (T1= 8 f 2DZ
AREA TO BE m
FILLED UNDISTURBED AREA
DISTURBa
SILT FENCE
DETAIL
NTS
I PROPOSED SILT FENCE
I VAR.0'-6' WETLAND
EDGE OF EXIST. ROAD

V
VAI
DIM.
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
CONTROL STONE
MIN.
114
4
SEDIMENT CONTRO
I FT. MIN.
WATER FLOW
-,\'�/ ttL rUSi - L' ri.ULLI-
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.
TURBIDITY CURTAIN
PUMP
SILT BAG