30561_NC DOT_20020708

CAMA / ®•DREDGE & FILL
GENERAL PERMIT
Previous permit
. !New Modification Complete Reissue Partial Reissue Date previous permit issued_
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
- Rules attached.
Applicant Name Project Location: County
Address Street Address/ State Road/ Lot #(s)
City - State ZIP -�
Phone # ( ) Fax # ( ) Subdivision
t
Authorized � Agent' ti�-
Affected - City _ _ _ _- ZIP
CW � EW KW- ES PTS ,;,}� 2 Phone # ( ) River Basin
N c -
AEC(s): OEA ElHHF � IH ❑ UBA N/A Adj. Wtr. Body
PWS: C FC:
CIRW: yes / no PNA yes / no Crit. Hab. yes / no Closest Maj. Wtr. Body
_ (nat /man /unkn)
Type of Project/ Activity
(Scale: )
Pier (dock) length
Platform(s) F t `—t— _ - - I - - -
ft_{'i - 'E
I
Finger ier s - 1
Groin length
number -- —
Bulkhead/ Riprap length
avg distance offshore
max distance offshore �-
I 1.
r. ce-
.4V
Basin, channel 'I'�
i
cubic yards � I � C A J
Boat ramp
Boathouse/ Boatlift J i
-
I i f
Beach Bulldozing-- --�---
Other—
Shoreline Length _-_-
SAV: not sure yes no
Sandbags: not sure yes no i....
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
Agent or Applicant Printed Name
1
Signature Please read compliance statement on back of permit
Application Fee(s) Check #
I i i
❑ See note on back regarding River Basin rules.
Permit Officer's Signature
Issuing Date Expiration Date
Local Planning Jurisdiction
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
iandowner(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 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: Fax: [phone]
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888ARCOAST
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-13 Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-395-3900
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 10/05/01

r' $S
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 9, 2002
NC Department of Transportation
ATTN: Jay Johnson
P.O. Box 1587
Greenville, NC 27835
Dear Mr. Johnson:
Attached is General Permit #C-30561 to replace culverts adjacent to Great Marsh Creek through
the Woods Road at the two ditch crossings in Marshallberg, Carteret County, NC.
In order to validate this permit, please sign all three (3) copies as indicated. Retain the white
copy for your files and return the signed yellow and pink copies to us in the enclosed, self-
addressed envelope.
We appreciate your early attention to this matter.
Sincerely,
Bill Arrington
D.O. T. Field Representative
BA/srk
Enclosures
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

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XCAMA OKDREDGE & FILL
GENERAL PERMIT
XNew -Modification Complete Reissue Partial 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
Applicant Name I� 0 C) -T
Address A_C /Jc�( / 37
City treed VJ State_A:C ZIP 27(?3
Phone # ( 5 Zj 8-3& - 3qC, Fax #
Authorized Agent J ay J , •JL & t sc --\�
Affected S CW XEW -ES - PTS
AEC(s): `:OEA HHF IH UBA N/A
PWS: FC:
ORW: es no PNA yes Crit. Hab. yes / no
Type of Project/ Activity LY(
Pier (dock) length
Platform(s)
Finger pier(s)`
Groin length
number
Bulkhead/ Riprap length,
avg distance offshore_
max distance offshore
Basin, channel
cubic yards_
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other(f'u�t'Fr'� vlQ ci�i
Shoreline Length
SAM not sure
yes no
Sandbags: not sure
yes no
Moratorium: n/a
no
Photos:
no
Aye
Waiver Attached:no
N° 3066-1
Previous permit # Al /t'
Date previous permit i sued
Project Location: County
Street Address///State Road/ Lot #(s)
Subdivision
City ZIP
Phone # ( ) River Basin (JF1 r Le cak
Adj. Wtr. Body , ��� J 1 f e : ,S 1'. Cena ' man unkn
Closest Maj. Wtr. Body l -Z
(Scale: D r1 14,
Cl t/'e f -�- t-C-'t'- I '4-
l`�GA�I��� �1
0 L1 6/3 a� bx 4`. �4vL S
A building permit may be required by: (( L /❑ See note on back regarding
River Basin rules.
Notes/ Special Conditions ITS /'l� (1J� 1 I _ �Z �/ ✓� �ci iJ 4,
�f
Agent or Applicant Printed
Signature "Please read compliance statement on ba k of permit**
97V _5 -ZK—
Application Fee(s) Check #
Isyuing4Date �� / Egp4ration Date
.ter-k'Q Y 67CV I A
Local Planning Jurisdiction Rover File Name

TA- w O O`l2`I' C R
DEPARTMENT OF TRANSPORTATION
DIVISION 02 OFFICE
P. O. BOX 1587
GREENVILLE, NC 27835
rwr% . ..,.,. , - -
DATE 05/28/2002
66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
/// �LLQrb and o0% 00 # # # # # # # # # # # # # # rt # # # # # # # # # # # # # # # # # # # # #
Pay rce .mod gn //re�
i
1001 044-►-► *4-0 acre uxo uxo rcuoo uRo uxo
Pay N.C.D.E.N.R.
to the Order of GREENVILLE, NC 27835WL&A14110
1
ED SIGNATURE
11
0
0000974S11' l:0S31L0S94j: 9111000ll164211'

SENDER:
I also wish to receive the
■ Complete items 1 and/or 2 for additional services.
following services for an
■ Complete items 3, 4a, and 4b.
■ Print your name and address on the reverse of this form so that we can return this
extra fee):
card to you.
■ Attach this form to the front of the mailpiece, or on the back if space does not
1. ❑ Addressee's Address
ppermit.
■ Writo "Return Receipt Requested"on the mallpiece below the article number.
2. ❑ Restricted Delivery
■ The Return Receipt will show to whom the article was delivered and the date
delivered.
I Consult postmaster for fee.
3. Article Addressed to: I 4a. Article Nu ber
Ira Douglas Murphy
PO Box 831
Marshallberg, NC 28553
61
b. sign ure: (Aaaressee or Agor
X
PS Form 3811, De4mber 1994
?0`�9a y)D3 ZXt
4b. Service Type
❑ Registered
Certified
❑ Express Mail
❑ Insured
❑ Return Receipt for
Merchandise ❑ COD
7. Date of Delivery
j
8. Addressee's Address (Only if requested
and fee is paid)
102595-9&B-o229 Domestic Return Receipt

�jyt ,. First-Q,-,ss Mail
UNITED STATES POSTAL SERVICE r ^ .111 lit
,., .,__. postage a Fees Paid
(, P M USPS
l n, Permit No. G-10 - y,
• Print your name,Jdre�s, and ZIP Code in -this box .&
JUN 13 9 14y
Attn: Jay Johnson 1
NC Dept. of Transportation
)ASTAL MANAGEMENT
MOREHEAQ PO Box 1587
Greenville, NC 27835-1587

SENDER:
I also wish to receive the
■ Complete items 1 and/or 2 for additional services,
following services for an
g
■ Complete items 3, 4a, and 4b.
■ Print your name and address on the reverse of this form so that we can return this
extra fee):
card to you.
■ Attach this form to the front of the mailpiece, or on the back if space does not
1. ❑ Addressee's Address
permk.
• Write 'Return Receipt Requested'on the mailpiece below the article number.
2. ❑ Restricted Delivery
■ The Return Receipt will show to whom the article was delivered and the date
Consult for fee.
delivered.
postmaster
3. Article Addressed to:
Jonathan G. Kitrell
110 Olga Road
Beafort, NC 28516
5. Received By: (Print Name)
6
x is —�L, 'j"�
PS Form 3811, D6&mber 1994
JUN C62,
4a. Article Number
7o9g 3-Ub zoopa y/D3
7J37
4b. Service Type
1W
❑ Registered
Certified
❑ Express Mail
/❑ Insured
❑ Retum Receipt for Merchandise
❑ COD
7. Date of
8. Addressee's Address (Only if requested
and fee is paid)
102595-98-B-0229 Domestic Return Receipt

UNITED STATES POSTAL SERVICE
First -Class` Mail
S Postage & Fees Paid
LISP `
Permit No. G-10
• Print.year-ntarno, address, and ZIP Code in this box 0
— v6
,SUN 13 2QL2 1
Attn: Jay Johnson
OAS -AEMEqGM EHEAD,--NC
Dept. of Transportation
PO Box 1587
Greenville, NC 27835-1587
i'-t I?!i!li;?11!??i?E;li!iI?�3?i?11?I?iii?;IiiiSil�;?i?i!??fl?1?'.i

SENDER:
I also wish to receive the
■ Complete items 1 and/or 2 for additional services.
■ Complete items 3, 4a, and 4b.
following for an
g services
■ Print your name and address on the reverse of this form so that we can return this
extra fee):
card to U.
■ Attach this form to the front of the mailpiece, or on the back if space does not
1. ❑ Addressee's Address
permit.
■ Write "Return Receipt Requested"on the mailpiece below the article number. V
2. ❑ Restricted Delivery
• The Return Receipt will show to whom the article was delivered and the date
delivered.
Consult postmaster for fee.
3. Article Addressed to:
4a. Article Nu
4Ja3
4b. Service
Janice Fulcher Type
PO Box 113 ❑ Registered Certified
Marshallberg, MC 28553 ❑ Express Mail ❑ Insured
❑ Return Receipt for Merchandise ❑ COD
7. Date of Delivery
5. Received By: (Print Name) 6. Addressee's Address (Only if requested
Z t_ i �- ir�, , r=L r--L and fee is paid)
6. Signature: (�ddressee or ent)
PS Form 3811, December 1
102595-98-B-o229 Domestic Return Receipt

UNITED STATES POSTAL SERVIeE " - First -Class, Mail
-Postage $,. _Fees Paid
r . t JISPS ..
A �A Edet if Ala, G-1.0
e address, and ZIP Code in this box�' - .....-
JUN 13 2002
Attn: Jay Johnson CAn - 101
)ASTAL MANAGE, C Dept. of Transportation
MORE!±EAD pDBoX 1587
Grwwille, NC 27835-1587
? 11! I! 11!!!i1IIilIII i!! i!1 1111tIII'IIIIIIII!IIIIIIII7t11IIH 11111

Form DCM-MP-S
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 or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
Width of proposed bridge
Height of proposed bridge above wetlands
(�J HUN 22002
(�
COASTAL MAlVAGEM
61 MOREHEAD
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 Core Sound
b. Number of culverts proposed Pine 1 = 1 Pipe Pine 2
=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)
Revised 03/95
e. Will proposed culvert replace an existing culvert?

Form DCM-NIP-5
X Yes _ No
If yes,
(1) Length of existing culvert_ Pipe 1 = 28' Pipe
2=24'
(2) Width of existing culvert Pine 1 =15" Pipe 2
= 15"
(3) Height of the top of the existing culvert above
the MHW or NWL Pipe I=14.9"& 2 =10"
(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 1& 2 = 48'
g. Width of proposed culvert Pipe 1 & 2 = 24"
h. Height of the top of the proposed culvert above the
MHW or NWL Pipe 1 & 2 = 23.9"
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, Pipe 1 & 2 =
(1) Length of area to be excavated 48'
(2) Width of area to be excavated 3'
(3) Depth of area to be excavated 1.0'
(4) Amount of material to be excavated in cubic
yards 144 sq.ft.
b. Will the placement of the proposed bridge or culvert
require any excavation within:
Coastal Wetlands _ SAVs _ Other Wetlands
If yes, NO
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
J U 14 13 2002
Will the pl ceLnent of the proposed bridge or culvert
require an higliground excavation?
X Yes No —�
If yes,
(1) Length of area to be excavated 48'
(2) Width of area to be excavated 3'
(3) Amount of material to be excavated in cubic
yards 144 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 existinll 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? _ _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
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
Revised 03/95

M
Form DCM-MP-5
described in
highground?
If yes,
Item d. above) to be placed on
_Yes X No
(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
If yes, explain in detail RipRap will be placed at
the ends of the pipe
NCDOT-Carteret SR 1469-1470
Applicant •Project Name
Signatu
Date
JUN 13 2002
)ASTAL MANAGEMENT
MOREHEAD
Revised 03/95

PROJECT NO. 6.162044 T
CROSS SECTION OF
DATE DECEMBER 5,2001
ROAD SR 1441 CULVERT CROSSING
ROAD NAME THROUGH THE
ROUND TYPE PIPE
WOODS ROAD
COUNTY CARTERET PIPE NUMBER I
EXISTING 289x1599 `L P-
ROAD I o
-71
3 / JUN 1 3 2002
SR 144/
COASTALMAN AGEMEN7
1.67'
EXISTING 2 x MOREHEAO
AREA TO BE EXCAVATED
AND BACKFILLED
NWL
O I BEDDING 12' w AjM
UNDERCUT a NOT TO SCALE
BACKFILL
PROPOSED 481x24" PIPE
ROAD
SR 1441
5'
PROPOSED 48'x24" PIPE
AREA TO BE EXCAVATED 160 SQUARE FEET OF FILL
AND BACKFILLED
PROPOSED RIP RAP D END
OF PIPE
24"
NWL
MINIMUM BEDDING cr �— Z 1— w
O /, 12' Of
W Z p
p W W J
J Ld 0
IS O W W O
.0 > > _
UNDERCUT a NOT TO SCALE PROPOSED RIP RAP D ENO N d T'C)P VIEW a
OF PIPE
Z
W
BACKFILL Z O O
10' w u' v,
_ O (� X
X p p W
W W W
320 TOTAL FEET OF FILL DITCH DITCH
160 SQUARE FEET OF FILL
10'
PROPOSED 48'x24' PIPE
EXCAVATION ABOVE NWL:
FINISHED EARTH SLOPE AS REQUIRED
48'L x 3'w x 3'D = 16 CUBIC YARDS
EXCAVATION BELOW NWL I �`I
PROPOSED RIP RAP @ END
48'L x 3'w x 3.1'd = 16.5 CUBIC YARDS OF PIPE
H
I

PROJECT NO. 6.162044 T
CROSS SECTION OF
DATE DECEMBER 5, 200/
ROAD SR 144/ CULVERT CROSSING
ROAD NAME THROUGH THE
ROUND TYPE PIPE
WOODS ROAD
COUNTY CARTERET PIPE NUM BEiRl 2
EXISTING 24,:15" CP
ROAD
u J U (i 13 2002
1.67'
EXISTING 24'xl5" CP COASTAL MAN AGEME
T
AREA TO BE EXCAVATED MOREHEAD
AND BACKFILLED
l5" NNL
UNDERCUT & NOT TO SCALE
BACKFILL
PROPOSED 48'x24" PIPE
ROAD
PROPOSED 48'x24" PIPE
AREA TO BE EXCAVATED 160 SQUARE FEET OF FILL
AND BACKFILLED
PROPOSED RIP RAP a END
24" OF PIPE
NWL
I2" MINIMUM BEDDING ar r w
5, W z z p
W W J 0 :2 : p
0 W W O
UNDERCUT 8 NOT TO SCALE PROPOSED RIP RAF ffi END ,_„ a TOP VIEW a `^
OF PIPE a
BACKFILL Z p LL ?
r
10' w
U U x
X p p W
W W W
320 TOTAL FEET OF FILL DITCH DITCH
160 SQUARE FEET OF FILL
10'
PROPOSED 48'x24" PIPE
EXCAVATION ABOVE NWLa
FINISHED EARTH SLOPE AS REQUIRED
48'L x 3'w x 3'd = 16 CUBIC YARDS
EXCAVATION BELOW NWL Ir`
`i
PROPOSED RIP RAP & END
48'L x 3'w X 3.5'd = 19 CUBIC YARDS N OF PIPE

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.
STATE OF NORTH C A R O L I lei A�
.C. R.6. radscT �vuwcs � � .�
.162044 T 1
DIVISION OF HIGHWAYS
1441
rHRaxHRTH£ wooDs RoAo
�
MARSHAU.BERG TWSP
LQ
CARTERET COUNTY
L1J
SC :r=
DECEMBER 4 2001
c
Q
V
]LOCATION: -------SR --14_4i----------------------
THROUGH THE WOODS ROAD
-----------------------------------------
O
MARSHALL.BERG TOWNSHIP CARTERET
COUNTY
Cl--
OF WORK: ----------------------------------------
_7CYPE
CAMA PERMIT
-GENERAL-------------
D - -
JUN I 2002
COASTAL
MANAGEMENT
MOREHEAD
POT Sta. 25-�7/.64
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FOR PERMITTING ONLY
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NOT FOR CONSTRUCTION
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HYDRAULICS
ENGINEER
DIVISION OF HIGHWAYS
Qvl�&91��Q. SCALES
DESIGN DATA
PREPARED IN THE OFFICE OF
PROJECT LENGTH
DIVISION OF HIGHWAYS
H WAYS
STATE OF NORTH CAROLINA
A.D� -= --
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RIGHT OF WAY DATE: _ _
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ROADWAY DESIGN
T = - - ID/o
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LETTING DATE: --
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SILT BASIN TYPE 'B'
�r
DIFFUSE FLOW THROUGH WETLANDS
VEGETATED UPLANDS BEFORE ENTERING WETLANDS +
_T_v ��J•f
TEMPORARY ROCK SILT CHECK TYPE 113'
TEMP.
DITCH
STRUCTURAL STONE
' Olg�,O
BACK
SLOPES
1' MIN.
EDGE OF PAVEMENT
TEMPORARY ROCK SILT CHECK
TYPE -A UPLANDS
SILT BASIN TYPE-B
— LEGEND SHEET
- —
i
z
SOIL EROSION CONTROL LEGEND,
Lu
TYPICAL EACH SHEET
w
z
>
<
12-
SILT BASIN TYPE 8
L'i
w
LL
TEMPORARY POCK SILT CHECK TYPE -A
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TEMPORARY ROCK SILT CHECK TYPE-6
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TEMPORARY SILT FENCE
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w
w I
3 GRADE BREAK
0
w
DIRECTION OF FLOW
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DIFFUSE FLOW DETAIL
NTS
SEDIMENT CONTROL STONE
STRUCTURAL STONE
CROSS SECTION
VEE DITCH yF.q�Fij7�
BASE OF DITCH
NATURAL GROUND 12" 12" MIN.
1' MIN. SEDIMENT
TRAP
------ ---- ------------ -----------
0O FLOW / I
OPTIONAL TYPE "B" ' \. / ' I q' S" I
CROSS SECTION SILT BASIN � YYY »>III
'-------- 12" THICK SEDIMENT
TRAPEZOIDAL DITCH CONTROL STONE
ELEVATION VIEW
------ WOODSLINE
---
DIFFUSE FLOW
-------- 404 WETLANDS FILL AREA
e20
20' 30'
ZONE 2 BUFFER
ZONE i
--- NEUSE RIVER RIPARIAN BUFFER
------- 404 WETLANDS
--
COASTAL WETLANDS
GL GL ---- GRASS LINED CHANNEL
2' Milt
- IN
SECTION B-B
•T - 12" MIN., 18" MAX.
2/3 CHANNEL
wioTH
2' NIN
SECTION A -A
TEMPORARY ROCK SILT CHECK TYPE -A
UTILITIES LEGEND,
TYPICAL EACH SHEET
•
POWER POLE
AG
❑T
TELEPHONE PEDESTAL
©
CABLE TV PEDESTAL
Q+
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 SECTION
T
Z = o 1 2 -g E
X-SECTION AREA ('; = BD +ZD
TOP WIDTH (T) = B + 2DZ
AREA TO BE �_8'--'d
FILLED UR UNDISTURBED AREA
DISTURBED 1011111011111191111111541
°
PROPOSED SILT FENCE ° EXISTING FILL 8 °
PROPOSED F ° ° ° °o o
WETLAND I VAR.0'-6'
EDGE OF EXIST. ROAD
SILT FENCE
fll—T A II
PROPOSED SILT FENCE
X/XXXIx/ X I _+ + �/_
VAR.0'-6' I WETLAND
EDGE OF EXIST. ROAD

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rn
x
rn
28.1
13 +12.04
/\ = J4 C4
D = 25° 44
L = 133.74"
T = 68.95'
R = 222.&
/.4"
11
00.2"
BASIN DESIGN CALCULATIONS
FROM END OF PROPOSED RADIUS TO STATION 11+25 LT. -L-
150' (16')143560(150) = 8.26 CUBIC FEET REOUIRED
USE I: 2 w x 4'L x 2'D BASIN
STORAGE CAPACITY = 16 CUBIC FEET
FROM END OF PROPOSED RADIUS TO STATION 11+25 RT.-L-
150' (16')/43560(150) = 8.26 CUBIC FEET REQUIRED
USE 1:2'w x 4'L x 2'D BASIN
STORAGE CAPACITY = 16 CUB/C FEET
FROM STATION /3+00 TO A POINT 75' DOWN MACBR'Y ROAD
' 75'(20 )/43560(150) = 5.17 CUBIC FEET REQUIRED
USE I. 2 w x 4'L x 2'd BASIN
STORAGE CAPACITY = 16 C.F.
SR 1441 THROUGH THE WOODS ROAD
27.6
0.257 GR E
2'w X 4'L x 2'd
POT Sta• /0 +00.00
PCSta. 12 +52.65
N 56° 00" 00.0" E
59RAD CHARLES D. HARRIS
GRADE BREAK P.O. BOX 159
STA.11+25 MARSHALLBERG, NC 28553
DBK. 154, PG. 246
EXl Tl G R/
-a_ r- }rj
30.4 ,,-, .
PROPOSE E.P. n 30..00,
Y.fi��2
���5i EXISTING R/W
v
r(�y 50 RAD cO�STq� 1 `OO
1 V _ R�v c'
71
/ 2'w X 4'L x 2'd c° 9
27.4 yF�j�"���'T
0.5OX GRADE
Sta. 12 +40.74
JEANNE S. BUCKLEY
15 RUFFLED ROAD
HENNIKER, NH 03242
DBK. 755, PG. 999
20' SOIL ROAD
ROBERT D. KITTRELL c23
P.O. BOX 121
MARSHALLBERG,NC 28553
DBK. 763, PG. 306 C
0.18X GRADE r�
i rl � 28.z
ECM s
2'w x 4'L x 2'd�
PT Sta. /5 f70.17
POT Sta. 14 +63.53 y
BASIN DESIGN CALCULATIONS
PROJ. REFERENCE NO.
SHEET NO.
TOTAL SHEETS_
FROM STATION 1I+25 TO STATION 15+80
6.162044 T
I
2
455'(32')/43560(150) = 50.14 CUBIC FEET REQUIRED
STATEPROJECT NO.
DESCRIPTION
50.14 C.F./ 2 BASINS = 25.07 C.F. REOUIRED PER BASIN
SR 144/
THROUGH THE WOODS R0;
USE 2: Ow x 5'L x 2.5'd BASINS
MARSHALLBERG TWSP
STORAGE CAPACITY = 25 CUBIC FEET PER BASIN
CARTERET COUNTY
SCALE:I"=50'
DECEMBER 4, 2001
FROM STATION 15+80 TO STATION 17+50
17O'(3Z)14356O(I5O) = 18.73 CUBIC FEET REQUIRED
18.73 C.F./ 2 BASINS = 9.57 C.F. REQUIRED PER BASIN
USE 2: Ow X 4'L x 2'd BASINS
STORAGE CAPACITY = 16 CUBIC FEET PER BASIN
ROBERT DAVIS KITTRELL
DNK. 534, PG. 401
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DD
Q
,
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,
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,
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,
,
4 +03.01
PCSta. 14 +94.15
3e
2�6
SPECIAL NOTES
(I) TYPE -A ROCK SILT CHECKS AND TYPE-B SILT BASINS
LOCATED LEFT AND RIGHT OF STATION 15+75 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 BMPS AND SHALL BE
MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT.
/5
JANICE P. FULCHER
P.O. BOX 113
MARSHALLBERG,NC 28553 v
DBK. 359, PG. 44 )o o n
cn
os - - • r or
�ca0 CZ 0, O
IRA DOUGLAS MURPHY�zCo
r
P.O. BOX 831
-o. >c _,r n rn
JACKSONVILLE. LA 32201
C' nL-4 c,
NO DEED REFERENCE
U' cn = co
PIPE NUMBER l
N rTi� Lp
DIFFUSE FLOW THROUGH VE
AT
UPLANDS
p W
BEFORE ENTERING IbETLAN
S
Un
PT Sta. 16 +27.88
e
41 EA
PIPE NUMBER I N GRADER
/
PROPOSED 24" PIPE X 4' L x i d
2'w X 5'L x 2.5'd W 2�•g
_77-GRNu�c+5 Qk
oil O 27 j ��k- SSA w
Al
SEE SPECIAL NOTES w�TL�DS ,� X 4L x oloi
2W POT Sta. 17 +40.50 w
DIFFUSE FLOW THROUGH VEGETATED UPLANDS 2'w X 5'L x 2.5,d JANICE P. FULCHER -i
BEFORE ENTERING WETLANDS P.O. BOX 113
GEORGE BROWN R5HALLBERG, NC 28553 w
DBK. 761, PG. 52 �� DBK. 359, PG. 44 =
WILLIAM H. LEWIS U
C/O MARGUERITE SEELY
x ,y � P.O. BOX 3
GEORGE BROWN
P.O. BOX 233 0 MARSHALLBERG,NC 28553
I MARSHALLBERG,NC 28553 4y I BLUE LINE STREAM DBK. 154, PG. 365
DBK. 736, PG. 710 2

BASIN DESIGN CALCULATIONS
FROM STATION 17+50 TO STOATION 20+70
320'(32')/43560(150) = 35.26 CUBIC FEET REOUIRED
55.26 C.F./ 2 BASINS = 17.63 C.F. REQUIRED PWER BASIN
USE 2:2'w x 4'L x 2.5'd BASINS
STORAGE CAPACITY = 20 CUBIC FEET PER BASIN
FROM STATION 20+70 TO STATION 25+71.64
501.64' (32')/43560(150) = 55.28 C.F. REQUIRED
55.25 C.F./ 2 BASINS = 27.64 C.F. REQUIRED PER BASIN
USE 2:2'w X 6'L x 2.5'd BASINS
STORAGE CAPACITY = 30 CUBIC FEET PER BASIN
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co
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L 2g.0 N
LA
EXISTING R/
4�� CP
vF10
20
Pl Sta 23 + 61.61
a = 32° 45' 49.4" (LT)
D = 35° 56" 21.1"
L = 91.16"
T = 46.87" 25
R = 159.421
SPECIAL NOTES
(IJ TYPE -A ROCK SILT CHECKS AND TY°E-B SILT BASINS
LOCATED LEFT AND RIGHT OF STATION 20-+75 SHALL REMAIN PERMANENTLY
TSta. 24 +05°90
(2) UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE
MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS
POT Sta. 25 +71.64
P41 I
A
(3) THESE BASINS SHALL BE PERMANENT 8MPS AND SHALL BE
MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT.
AG
ROAD , SOIL R0 � o\ti'•
W 00 pS 2�
E
UGH T H ANDS 2 UPLANDS 23+1474 >
O R ED tQ /
4 I T H PIPE N � M B ROUGHNG WETLAN p5 P
G R 1441
PplFFU56 BEFORE ENTERI26 a ��' �x
5.28 piHAN GR pG- 235 5,d ING
sta. �9+4 JON pBK- 659, X (,'L x Z. 4 G EXIST PROPOPSID E�
po 2 L �.
PIPENUMBER D 24, PIPE N w 4� 26 Sc �
PI OPOSE a\ 2�
PR 15CID G�L�✓,i - -�� � a�, � O� �G,�AO
4'L x 2 OPS D EPA EXISTING ����Q
GRADEPROP /� D UPLANDS
017/ '' _ X 6 L X EGETATE S
w H VT LAN D
4' L
0 d
EXISTING
IX STING RAW 2�.4 35 NSXOL 55 xgI�TONE
04 TO NOTES
+5 �
CH S�E� P- JO D. LEWIS
`^ P.O. BOX 64
�F ARSHALLBERG, NC-
�r�nr
Coa�n DBK. IA6, PG. 222
arm C�
�Wrn
�C'C)
�zx-�r
W C-) W rn M POT Sta. 17 +40.50
U"1 N m
0 rn
Ln r
Ln
w
3
SEE SPECIAL RE��
P2a5\6
�GN \OF OR \3 P � • 3 A2
gE OgK • 1
2 \
B�FOREHE�TERIN
DIFFUSEG WE
4-
R
PEGO 0 OX��SGZ 2a551
P•Q 8\� �G3A\
'� '� �:� MGRENEgK• �\3, P
0
a `
X
�PROJ.REFERENCE NO. LSHEET NO. TOTAL SHEETS
6.162044 T 2 2
I STATE PROJECT NO. I DESCRIPTION I
I I THROUGH THE WOODS ROAD I