47046_NC DOT_20061204

I
DCAMA / 0 DREDGE & FILL
GENERAL PERMIT
[]New DModification DComplete Reissue OPartial Reissue
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
permit #
vious permit issued
-7'
Applicant Name i
(- k1 Project Location: CcICnty
Addr Street Address/ State Road/ Lot #(s) %L)
City V1 /te State ZIP
Phone # Fax #( Subdivision
Authorized Agent City
ZIP
0 Cw Eli Ew E PTA DES E PTS Phone#
Affected [-] OEA D HHF 0 1H E�USA �--INIA —) 1 --J I — River Basin
AEC(s): Adj. Wtr. Body it, iA I" �na /man /unkn
71 PWS: E FC:
ORW: yes/ no PNA yes / no Crit. Halb. yes / no Closest Maj. Wtr. Body
4 P; 0 J-- 6
Ir-
Type of Project/ Activity
(Scale:
Pier (dock) length
Platform(s)
Finger pier(s) _-
Groin length
number
Bulkhead/ Riprap length
'an,clistance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other J
Shoreline Length
SAM not sure yes 'nd
Sandbags: not sure yes Cn9
Moratorium: n/a yes n
Photos: n yes
Waiver Attached: yes n
A building permit may be required by:
Notes/ Special Conditions
A
7
on back regarding River Basin rules.
--T
-I
21'see note
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit
Application Fee(s) Check #
it t
-� Permit Officer's Signature
ture-
6
Issuing Date Expiration Date
Local Planning Jurisdiction
j'�) / ; _ 0 q)
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:
F1 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 (910-796-7215) for more information on how to comply with these buffer 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
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
400 Commerce Ave
Morehead City, NC 28557
202-808-2808/ 1-888ARCOAST
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 06/29/05

19�11VIIA / L�-QAEDG E&FILL
N9 47046
VERAL PERMIT
❑Complete Reissue ❑Partial Reissue
Previous permit #
oGE
ew ❑Modification
Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources U �� O
and the Coastal Resources Commission in an area of environmental concern pursuant
to 15A NCAC
1
Applicant Name T _
ides attached.
Project Location: Countya!_�'� I f c t,
,Q/�
Address -� %�
Street Address/ State Road/ Lot #(s) �� 0
City 6 ' «4 ^vY State N C-ZIP �L- F' y
%(��r C,,r''1 a -
"/,e--O
Phone #) d -�O Fax # )
Subdivision
ii(
Authorized Agent
City ©✓jam / /V �- ZIP
Affected �? W -n-tW - PTA � ❑ PTS
Phone # ( ) River Basin
AEC s : ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
Ad'. Wtr. Bod j man unkn
I y
ElPWS ❑FC:
�
Iy
ORW: yes / PNA / 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
�I
I
1�
i
avg distance offshore —
t
l
max distance offshore_—
'
Basin, channel
!
cubic yards
1F`',ff `to' c� I VIAT --A
�Ir (Scale: h% o n
I I I
P �.--
f
j L
Boat ramp
Boathouse/ Boatlift !�'—_ i •-- i ---- -�---- ----_ __ ._a__ -. __ _
Beach Bulldozing i
Other ��%D 1 O t (�,C✓�lll�+ " ! ----- — — - _ --. .._ ._ ..
k
I
I
Shoreline Length
SAM not sure yes ---
Sandbags: not sure yes
Moratorium: n/a yes Ii
Photos: yes n r
A buildingpermit may be required b . /noteee
on back regarding River Basin
�rules.
Notes/ Special Conditions f µr'— pf. j G" r`�J//a/('h �6/J/a n /��fG�%yea, 7v�c,�
/ -N �c �v�vle I n /our Go0/d�l�ul.7✓o11 W D 3 C�l✓e1 / /', l' -fa /.
)') i'' Apr►^-( Kul e(W 4V o f�a L✓ 1 �pcJJ> No LVl KK
or, 1pllr-' tFraJtca 11 LOL- Gv,,L.cfiW CWn"J /'IcNrz-rr•v<i Illf�-/T &J'!/ 17 fVr r7OL-xAy YdA✓p
Agent or Applicant Printed Name
Signatu a ** Please read compliance statement on back of permit **
kAn
Permit Officer's SigWture
-)--
Issuing Date
12--Y­o?
Expiration Date
/)_6 q 3A

RCDENK
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Chaves S. Jones, Director William G. Ross Jr., Secretary
December 5, 2006
NCDOT
Jay Johnson
P O Box 1587
Greenville, NC 27834
Dear Mr. Johnson:
Attached is General Permit #47046C.
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.
:S1nc rely,
Stephen Lane
Coastal Management Representative
lsb
Enclosures
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Emplover — 50% Recyded 110% Post Consumer Paper

Form ` CM-MP-5
BRIDGES AND
CULVERTS
$400.00 Processing Fee
NCDOT WBS ELEMENT
NUNBER 2C.069023
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
1 • 1
(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
Revised 03/95
v i
rg SWED
NOV 2 0 2006
Morehead City DCM
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
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
Unnamed Tributary of Kershaw Creek
b. Number of culverts proposed 2
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

■ 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:
❑ Agent
13 Addre
Is deliverf address different from item 1X LJ Ye:
If YES, enter delivery address below: ❑ No
MQ,DIt/ Lei
FIA rm77v,J LM(D/li/6-
D1 3. Se ice Type
Q9-Certified Mail ❑ Express Mail
l,()i 1-M ( rf G ^7'b,�S f ti( C ❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(transfer from service label) 7005 1160 0001 4339 6383
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
■ 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:
C&. Z'
�b ,36z 237
A. Signature
xlQb-e' OZkkheAdd,essee
B. Received by ( Printed Name) I C. Date of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
/ C-- 18.5 J 3. Service Type
WCertified Mail
❑ Registered
❑ Insured Mail
❑ Express Mail
13 Return Receipt for Merchandise
❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) �_ _ j u 4 1350 0001 4559 8640
PS Form 3811, February 2004 Domestic Return eceip 95-02-M-1540
■ 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:
M f,S
5 3 / U l"Al"WO c,Vr 4,9.
�-
Z8562-
X ) I/ ❑ Agent
��/'� ❑ Addressee
ived by (P ' d Nam) C. rD toIlielivery
�� !
D. I<delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. �Serrvice Type
R9 Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7 0 0 5 1160 0001 4339 6390
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

• Form 6CM-MP-5
(4) Will all, or a part of, the existing bridge be
c.
Will the placement
removed? (Explain)
require any high
��IIAWIM
No
e.
Will proposed culvert replace an existing culvert?
If yes,
_ X Yes _ _No
(1) Length of area to be excavated 60'
If yes,
() Width of area top �,
to
(1) Length of existing culvert 48'
(33) Amount of matena o �s��a M
Mo
(2) Width of existing culvert 1(iQ0" 1(a-)42"
yards 720 SQUARE FEET
(3) Height of the top of the existing culvert above
the MHW or NWL 1.0'
d.
If the placement of the bridge or culvert involves any
(4) Will all, or a part of, the existing culvert be
excavation, please complete the following:
removed? (Explain) YES
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
f.
Length of proposed culvert 40'
(2) Dimensions of spoil disposal area
g.
Width of proposed culvert 2() 48"
20' x 20'
(3) Do you claim title to the disposal area?
h.
Height of the top of the proposed culvert above the
X Yes No
MHW or NWL 1.0'
If no, attach a letter granting permission from
the owner.
i.
Will the proposed culvert affect existing water flow?
(4) Will the disposal area be available for future
Yes X No
—
maintenance? X Yes No
If yes, explain
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
j.
Will the proposed culvert affect existing navigation
If yes, give dimensions if different from (2)
potential? Yes X `No
above.
If yes, explain
(6) Does the disposal area include any area below
the MHW or NWT? Yes X No
If yes, give dimension if different from No. 2
3.
EXCAVATION AND FILL
above.
e.
Will the placement of the proposed bridge or culvert
a.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
require any excavation below the MHW or NWL?
described in Item d. above) to be placed below MHW
X No
or NWL? X Yes _ No Open Water Impacts
_ _Yes
If yes,
If yes,
(1) Length of area to be excavated 50'
(1) Length of area to be filled 11.40'
(2) Width of area to be excavated 14'
(2) Width of area to be filled 11.40'
(3) Depth of area to be excavated 3.5'
(3) Purpose of fill For Pipe Bedding and
(4) Amount of material to be excavated in cubic
Cover
yards 700 SQUARE FEET
f.
Will the placement of the proposed bridge or culvert
b.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
require any excavation within:
described in Item d. above) to be placed within: N/A
X Coastal Wetlands SAVs
Coastal Wetlands SAVs Other
_Other
Wetlands
Wetlands If yes,
If yes,
(1) Length of area to be filled _
(1) Length of area to be excavated 6.92
(2) Width of area to be filled
(2) Width of area to be excavated 6.92
(3) Purpose of fill
(3) Approximate area to be excavated
48 Square Feet
g.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
Revised 03/95

Form`DCM-MP-5
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 NoX
If yes, explain in detail
13
Will the proposed project
any existing utility lines? _
If yes, explain in detail
require the relocation of
Yes X No
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-Pamlico Countv Pipe Replacement on SR
1005, Kershaw Road
Appli or Project me
G.J
Z!Oto re
Date 10/011/06
. 19 Fogy >
NOV 2 0 2006
Morehead City ACM
Revised 03/95

m Tm
cg
➢Cr�O
2
PIPE REPLACEMENT
SR 1005 KERSHAW Rdh
a
VICINITY MAP PAMLICO COUNTY
ORIENTAL USGS QUAD MAP
�a
Ga\�\yo
N
M�Ue< Rd 2
n
W E
PROJECT I s
N �^
r Farms
a�s� �R#1357 Ra
a� � pe�kin
'S'a CDd A St
0
p Ve
L a
N 10
orni I ve
o�
0
S Tie
a
o � �
Oriental Rd
a
c� m ,
O to Q�
O
(d �
u- p O.
N OO v
9,300 4,650 0 9,300 Feet
2006
City DCM

Br
MW*471
cs
NUV /
PIPE REPLACEMENT 2 0
SR 1005 KERSHAW MQ*iDad C
PAMLICO COUNTY
ORIENTAL USGS QUAD MAP
Ar
PROJECT
I Yo
0
R*13 J
H,
r
Yo
e-,. �jltftp IIN
j
Kits a
#
%
'
AaA, FoY ol
Fo 0
AaA'
Fo
0 Yo
F
Wa—
AaA
/".(2(6entaj Rd Wa �-\ r-
N
-*WE
Sa
EN
SHEET NUMBER 8 OF THE
SOILS SURVEY OF PAMLICO COUNTY
9,100 4,550 0 9,1 1 00 Feet
DCM

NOV 2 0 ?q 6
lk
PIPE REPLACEMENT Morehead DCM
SR 1005 KERSHAW ROAD
PAMLICO COUNTY
ORIENTAL USGS QUAD MAP
o�
N ,
w E
- PROJECT'. S
's357 f d
mi9
ell
LIN-
Crests
`\e VA-4 P--i'H
Oriental
cr
LL
9,100 4,550 0 9,100 Feet

9,100 4,550 0 9,100 t-eet

1
ITY
MAP
S TTAED
Q
>,
�1 cq
0
N
z
Lo
GRAPHIC SCALES
PLANS
PROFILE (HO"�
P 0 .1K
�A
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
SHEET
DESIGN DATA
ADT ----'--------
ADT ----'-------
DHv - %
D - %
T _-%
V -- MPH
M __% DUAL--%
on" n....ww . w
2C.069023
LOCATION: ... SP.../005.....................
KERSHAW ROAD
OVER AN UNNAMED TRIBUTARY_ OF KERSHAW_ CREEK
TYPE OF WORK:----PAMLICO COUNTY-----------------------
PROPOSED PIPE REPLACEMENT
CMA -GP--PP-LI--CATO-N------------------
w [~
IRf111,0.7.1 0K I I .r..rU l0,[ 2 AY Avvcvw.J
rz!�R
0l:.71Lwi1J1 = f I 1-...►.. �.wr� Ol w" "m
r W'M'q
[nSS.O R.>.
,! $.mca A .C11/O Ap{I} y S./,.O]tY4 K*u0 A.'1Crf [+Iff/G Y
9' D M/I.0'10. �nR .r.�S �Op w{/Y- _ - - - -' -
- �A�7�a�h•0'd
•
c.Irre ¢,a i alsr>.t az.aAn ,aslo �r.se ,>—
rcAon M f A"
»4 M
d'
Cv9l-1 9• -vim;` — _ _ - _ _ � _- _
{
Is S ftco SA -mL —.7s O S./..C1fIlR4.C9�,-p AVAS
C+Il1.O RIt 4 S.A 0.0. -V's
J-q R+MKf. h,MOf. CI.IfA� 1 '�f 9,d- d IIOVIr W
IV9 .U.. .4
J-[7 RR -,dye �.Oper,per,�o ! d M 901s
1" /+.4.4]OOS 0-9 V.W& 0• I,rIXO COl
.� AAIRK M1R , cA C010r
oscml m ` ` IO..Ir [D
J e..eoct.c ow
no oaf .o OV • L� b 0.'m AC/OC-S
O /0. colol .010.
Mt . IA r A.. • 1. II-R rM0
PROJECT LENGTH 1t �� IN � � �
6 DIVISION OF HIGHWAYS
lUli�l OFWAY UTA
Lwrr 9 "Ts
FOR PERMITTING ONLY;
NOT FOR CONSTRUCTION
ROADWAY ZROW
X"M (W ENEWA39
An aR 30m aaTrau
DVARIN&7 O! fYAh'"rArM
. IIVW0 Aa¢dturu,
1]-0[t-2o 13:49
EI brO)xte.d ,11coSIDs
rieuf }�

JAMES R. RANKIN,Sr.
c/o JAMES R. RANKIN,Jr.
Nc .10 53gpTW00DS,-51RIVE 20'
NA D 63
RN, NC 8562 BUFFER
l ZONE 2
1 .3� PG. 7,�
EXISTINGCB= c V
30'
BUFFER
ZONE I
> t0 AREA l
c (2l6 Sq.Ft.COASTAL WETLAND IMPACTS
EXISTIN N 20 Sq. Ft. OPEN WATER IMPACTS
----- ---- cl -------PR07'0SnD CLASS B STONE
EXISTlN
EXISTING SR 1005
EXISTING 42"x48' CMPI
�
KERSHAW ROADPROPOSED2@ 48"x40 CMP
EXISTING EP
EXISTING SP
---------------------------------s-�...
• 1,655' TO JCT. SR 1357, KERSHAW LOOP ROAD AREA 4
16 Sq. Ft. COASTAL WETLAND IMPACTS
EXISTING R/W 40 Sq.Ft OPEN WATER IMPACTS
JAMES R. RANKIN,Sr.
AND JAMES R. RANKIN,Jr.
531Q TRENTWOODS DRIVE
NEW BERN,NC 28562
DBK. 382, PG. 733
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
ZONE 2
EXCAVATION ABOVE NWL
601 x lWw x l.0'd = 720 SQUARE FEET
PROPOSED
TURBIDITY CURTAIN
I '
30'
BUFFER
ZONE !
GUION E. LEE, III
c/o JASON LEE
1 18740 PLANTATION LANDING DRIVE
WILAIINGTON,NC 26411-8927
DBK.355, PG.783
WBS ELEMENT 2C.069023
20' SR 1005 KERSHAW ROAD
BUFFER
ZONE 2 PIPE REPLACEMENT
SCALE:1' =20'
OCTOBER ll, 2006
EXISTING R/W
AREA 2
16 Sq.Ft.COASTAL WETLAND IMPACTS EXISTING SP
30 Sq.Ft.OPEN WATER IMPACTS -------- ----------"---
- EXISTING EP
PROPOSED SILT FENCE --- TO NC 55
EXISTING 30"x48' RCP
1,678' TO JCT. SR l3/l
TEACH'S COVE ROAD
11 EXISTING EP
-4
rPROPOSED SILT FENCE
-------------------
wY--- EXISTING SP
SED CLASS B STONE AREA 3
0 Sq. Ft. COASTAL WETLAND IMPACTS
40 Sq.FtOPEN WATER IMP CT-S
1 \ EXISTING R/W
ZONE I
\THIS STREAM IS A BLUE LINE STREAM
AS SHOWN ON THE ORIENTAL USGS QUAD MAP
\ AND SHEET NUMBER 8 OF THE SOILS
SURVEY OF PAMLICO COUNTY
EXCAVATION BELOW NWL UNNAMED TRIBUTARY OF KERSHAW CREEK
50'L x 14"w x 3.5 d = 700 SOUARE FEET \ \
?OLINE C.GODWIN
P.O. BOX 237
BORO, NC 28515
EED REFERENCE

PROJECT N0. 2C.069023 CROSS SECTION OF
DATE i0- -06
Roan SR 1005 CULVERT CROSSING
ROAD NAME KERSHAW ROAD SR 1005
ir, rr"A
COUNTY PAML/CO PAMLICO COUNT
�t��
EXISTING 48'x3L7RCP
EXISTING 48'x427CNP SROADR /005 NOV 2 0 2006
121 ehead City DCM
1.0' i.o— NwL
2.0
2.53.5
UNDERCUT a
&MMLL NOT TO SCALE
PROPOSED
20 4Yx48" CMP
ROAD
SR 1005
1.0'
—
3.5'
2
4
4
—
cr
1�
W
p
z
W
z
W
w
n
J
I!
`
1
j
W
W
O
I
—
PROPOSED RIP RAP a END
o
cl TOP
VIEW a
u')
OF PIPE
ti
Z
UNDERCUT a
a=u
Nor r0 SCALE
10
oW
oW
X
X
W
Q
W
p
W
W
DITCH
PAon�Fl)
PAVOSED
PIPE
P
10'
EXCAVATION ABOVE NWL:
12'w X 60'L x 1.0'd = 720 SQUARE FEET
EXCAVATION BELOW NWL:
14'w X 501 x 3.5'd = 700 SQUARE FEET
w
m
FINISHED EARTH SLOPE AS REQUIRED
PROPOSED RIP RAP Q END
1 OF PIPE
I
DITCH I

SILT OASIN TYKS `Kr
I+
LEGEND SHEET
WETLANDS
DIFFUSE FLOW THROUGH
)k I
VEGETATED UPLANDS BEFORE ENTERING WETLAN S
EROSION
HEET LEGEND.
wSOIL
i
w
TEMPORARY ROCK SILT CHECK
>
`, SILT DASH TYPE e
TYPE -A UPLANDS w
I
a
W
4
o
rENPORARY ROCK SU CHECK TYPE -A
>
TEMPORARY ROCK SILT CHECK TYPE-D
0_ I
U
TEMPORARY Slf FENCE
O
SILT BASIN TYPE-8
w
A w I
GRADE BREAK2
U
I
INRECrtON OF 510%
w
II I' ------ WOODSLINE
DIFFUSE FLOW
DIFFUSE FLOW
DETAIL
N T S
-------- 404 WETLANDS FILL AREA
TEIAR ARY 2RaM SILT CNECk TYPE 'U
DITCH
T
�EDGE OF PAVEIENT
o
STRLMAAL STONE
uaE
I80MET'RSC VIk'X
I
_ fi
SILT I.M.
FLOW
—
TUM010AL DITCH
ILEYATIC" VIEW
30'
Kur a Tac 4- NEUSE RIVER RIPARIAN BUFFER
—------- 404 WETLANDS
JZ -- COASTAL WETLANCS
-'-- GRASS IIFE,p CHANNEL
---- OPEN WATER IMPACTS
x -
SECTION S-S
9 . It' WIN- IK° IVK.
<1
T SECTIgI A•A
R'W. TEMPORARY ROCK SILT CHECK TYPE -A
PROPOSED SILT FENCE
WETLAND VAR.0'-6'
EDGE OF EXIST. ROAD
EXISTING FILL
UTILITIES LEGEND,
TYPICAL EACH S14EET
1
POWER POLE
AG '
©
TELEPHONE PEDESTAL
©
CABLE TV PEDESTAL
�+
SEWER CLEAN OUT
®
WATER VALVE
FIRE HYDRANT
Q
WATER METER
EIPO
EXISTING IRON PIPE
gy
PROPERTY CORNER
p'
--
R
PROPERTY LINE
GRASS -LINED CHANNEL
TRAPEZOIDAL DITCH SECTION
Z=
X-SECTION AREA (A) = 8D *ZD
TOP WIDTH (T) = 8 1 ?OZ
AREA TO BE
FILLED OR UNDISTURBED AREA
DISTURBED
l
FABRIC BURIED BELOW
EXISTING GR_QE�l (D (C-11
W C
SILT FETE
DETAQ
T'V
N T S%Z
Z o
P SED SILT FEN
I VAR.D'-6' I WETLAND
EDGE OF EXIST. ROAD

VAf
DIMi
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
CONTROL STONE
MIN.
1/ W
SEDIMENT CONTROL
I FT. MIN,
WATER FLOW
- �i c c L POST - 2 FT. 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 %q INCH MESH OPENINGS
INSTALL 5 FT.SELF FASTENER ANGLE STEEL
POST 2 FT.DEEP MINIMUM
INSTALL 6 FT. LONG. 3 /N. DIA. WOOD POSTS
3 FT.DEEP MINIMUM
9
0)
CL
TURBIDITY CURTAIN
PUMP
SILT BAG
SPACE POSTS A MAXIMUM OF 3 FT.