28014_NC DOT_20010615

CAMA and DREDGE AND FILL ,t
G E N E R A L�
�y.:� .
P E R M I T
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 15 NCAC'
Applicant Name L]CJ % i Phone Number �: - �'� - 77�
© A ? c_ �"
Address
r /,
City: �t.lc . State V' Zip78
Project Location (County, State Road, Water Body, etc.) hTvtl� <-0., /3 1��-- " t/1,i�C;r✓%1
�O [: J'I G. 1 jr i � ` � lt� � � / ti. Y' /�
Type of Pro ectActivit t4 ) I� c.;�'� ��; ''�'t:�� d� c� �C y i r. �
PROJECT DESCRIPTION SKETCH (SCALE: �t /A t%, )
Pier (dock) Length
Groin Length
�-
number V e 1,�'
f I -; C• f r
Bulkhead Length
max. distance offshore / .. , i_ ✓-71 iJ 1, 4 i!.1 11 1 4 . J
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other rP f�' 4F r I I&
� 1 � � i! �•"t t I
U 6
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, imprisonment 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 of-
ficer when the project is inspected for compliance. The applicant certi-
fies by signing this permit that 1) this project is consistent with the local
land use plan and all local ordinances, and 2) a written statement has
been obtained from adjacent riparian landowners certifying that they
have no objections to the proposed work.
In issuing this permit the State of North Carolina certifies that this project
is consistent with the North Carolina Coastal Management Program.
/ applicant's signature
/ permit officer's signature
r issuing date expiration date
attachments
! application fee

DEPARTMENT OF TRANSPORTATION
DIVISION 01 OFFICE
P. O, BOX 850
EDENTON, NC 27932
Pay
Pay NCDENR
to the 943 WASHINGTON SQUARE MALL
Order of WASHINGTON, NC 27889
DATE 03/23/2001
68-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
♦ r♦ M M I M Y y M M I M I I M I♦ M M M♦ M M M M M M I M M M I q�
11'0000 7 3 2 111- is0 5 3 1 10 5941: L..I0 0 0,,� 6 4 Lii'

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
June 5, 2001
Division of Coastal Management
NC Division of Coastal Management
N.C. Department of Natural Resources and Community Development
3411 Amedell Streeet
P.O Box 769
Morehead City, NC 28557
ATTENTION: Mr. Bill Arrington, Coastal Field Representative
SUBJECT: Request for Authorization of Bridge Replacement #4 on New Loop Road
(SR 1302) in Hyde County under a General Permit .2300
The North Carolina Department of Transportation proposes to replace the aging
Hyde bridge structure # 4 on New Loop Road (SR 1302) at Old State canal crossing with
three 40 feet x 9.33 feet high x 6.25 feet wide corrugated aluminum pipe arches with
headwalls (see figure 1 for example)
The Old State Canal, a Public Trust Area of Environmental Concern, is typically a
slow flowing stream 30-feet wide and about 3 feet deep. It is a potential secondary
nursery area, but not a primary nursery area or outstanding resource waters.
The replacement structure will be constructed along the existing alignment and
would take about two weeks to complete. Based on the proposed design, the new road
structure will be wider (+11.2 feet) with a more narrow canal channel (-10.05 feet) but
will be able to allow for the same amount of water flow as the existing bridge (Q10=540
cubic feet/second). Department of Transportation plans to remove the old concrete
abutements and pilings. The existing bridge bulkheads will remain in place. Sixty feet of
shoreline will be widened a maximum of ten feet in order to provide better flow from one
of the pipes. The pipes and headwall will be submerged about 2 feet below the original
streambed. This widening and submerging the pipes will require excavation below the
waterline of about 127 cubic yards of soil. 160 feet of shoreline will be stabilized with
P.O. Box 850, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

Class II rip -rap and will extend no more than 10 feet waterward of the mean normal water
contour. No wetlands will be impacted.
Sincerely,
Don Conner, PE
Division Engineer -Division One
l�ii��✓J� J
Knsten Shacochis
Division Environmental Officer
Cc: Keith Harrison, Bridge Maintenance
Mr. David Cox, NCWRC
Ms. Sarah Winslow, NC DMF
Mr. Ron Sechler, NMFS
Mr. Tom McCartney, USFWS
Mr. John Hennessy, NC DWQ
Mr. Ted Sampson, NCDCM
Ms. Gretchen Byrum, PE, NCDOT
P.O. Box 850, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

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 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
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
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
Old State Canal
b. Number of culverts proposed
3
c. Type of culvert (construction material, style)
Aluminum
d. Will proposed culvert replace an existing bridge?
x Yes No
If yes,
(1) Length of existing bridge 46 feet 9 inches
(2) Width of existing bridge 28.8 feet
(3) Navigation clearance underneath existing
bridge 3 feet
Revised 03/95

Form DCM-MP-5
(4) Will all, or a part of, the existing bridge be
(3) Amount of material to be excavated in cubic
removed? (Explain) all
yards
e.
Will proposed culvert replace an existing culvert? c.
Will the placement of the proposed bridge or culvert
Yes x No
require any highground excavation?
If yes,
x Yes No
(1) Length of existing culvert
If yes,
(2) Width of existing culvert
(1) Length of area to be excavated 4 feet
(3) Height of the top of the existing culvert above
(2) Width of area to be excavated 3 feet
the MHW or NWL
(3) Amount of material to be excavated in cubic
(4) Will all, or a part of, the existing culvert be
yards 10 cubic yards
removed? (Explain)
d.
If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
f.
Length of proposed culvert %
authorized NC DOT disposal area (upland site)
g.
Width of proposed culvert -75-inches- L..• 5� /
(2) Dimensions of spoil disposal area
h.
Height of the top of the proposed culvert above the
(3) Do you claim title to the disposal area?
MHW or NWL 3 feet
x Yes No
If no, attach a letter granting permission from
i.
Will the proposed culvert affect existing water flow?
the owner.
Yes x No
(4) Will the disposal area be available for future
If yes, explain
maintenance? x Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
j.
Will the proposed culvert affect existing navigation
Yes x No
potential? Yes x No
If yes, give dimensions if different from (2)
If yes, explain
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes x No
3.
EXCAVATION AND FILL
If yes, give dimension if different from No. 2
above.
a.
Will the placement of the proposed bridge or culvert e.
Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
result in any fill (other than excavated material
x Yes No
described in Item d. above) to be placed below
If yes,
MHW or NWL? Yes x No
(1) Length of area to be excavated 45 feet
If yes,
(2) Width of area to be excavated 38!feet0\�)
(1) Length of area to be filled 45 feet
(3) Depth of area to be excavated 2(2)
Width of area to be filled 20 feet
(4) Amount of material to be excavatecubic(3)
Purpose of fill backfdl for culverts
yards 127 cubic ards
b. Will the placement of the proposed bridge or culvert
require any excavation within:
no Coastal Wetlands no SAVs no Other
Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
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 Coastal Wetlands n SAVs n_ Other
Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
Revised 03/95

Form DCM-MP-5
(3) Purpose of fill rip -rap placement on
shorebank
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? x Yes No
If yes,
(1) Length of area to be filled 45 feet
(2) Width of area to be filled 30 feet
(3) Purpose of fill backfill for culverts
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? NC DOT best
management practices
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? excavator, dumptrucks,
crane
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?
x Yes No
rip rap along shorebank
Kristen Shacochis, Environmental Officer
Applicant or Project Name
Signature
(Q1 /'/i, I
Date
Revised 03/95

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NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY:
1-lyde
PROJECT:
Bridge #4 replacement
DATE:
April 25, 2001
QUAD MAP:
Ponzer
SUBJECT:
Vicinity Map
LAT/LONG:
N 35 34.301, W 76 26.501

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NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
SJ� DIVISION OF HIGHWAYS
COUNTY: Hyde
PROJECT: Bridge #4 replacement
DATE: June 7, 2001
s<-A /I: "i" kc
SUBJECT: Profile view of headwall (looking NW &
SE)

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NORTH CAROLINA
I I i I DEPARTMENT OF TRANSPORTATION
' f
DIVISION OF HIGHWAYS
�$S �r,e� e%Qvgl•o�= S—DO COUNTY: Hyde
PROJECT: Bridge #4 replacement
S DATE: June 7, 2001
SUBJECT: Profile view (looking NE & SW)
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MENT OF TRANSPORTATION
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IVISION OF HIGHWAYS
^/cam Gr+•'�- '�
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/IcllLi+ vim^ p y� NAIL_ PK NA1L Hyde
Za fl b Bridge #4 replacement
7,2001
Plan Drawing
ZejoLJi%/A/n% •N�S'O

■ 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:
Gurnwood L. Radcliff, Jr.
1269 New Lake Road
Belhaven, NC 27810
A. R ei ed by ( e e ri t le y) B. Date of Delivery
.l
. Signature /
O-Agett
X�.14 ❑ Addressee
D. Is delivery address different from Wnk4h ❑ Yes
If YES, enter delivery address below: , ❑ No
3. Service Type
1 Certified Mail ❑ Express Mail
❑ Registered Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service label) 7099 3400 0007 3650 0126
PS Form 3811, July 1999 Domestic Return Receipt
+
■ 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:
Lawrence G. Blake
875 New Lake Road
Belhaven, NC 27810
102595-00-M-0952
Received by (Please Pr' Clef (ly) B. Date
7re)w0vtL- e-(r 41) gI
X,Signature /' ,' /1 �/ /
417J r, /r,Cl/' iL/y�❑Agent
/f yjt,"(Xi►tti(.� El Addressee
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. S rvice Type
Certified Mail ❑ Express Mail
❑ Registered 0 Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from servicelabel) 7099 3400 0007 3650 0133
PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
April 25, 2001
Division of Coastal Management
NC Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
ATTENTION: Ms. Tracy Wheeler, Coastal Field Representative
LYNDO TIPPETT
SECRETARY
SUBJECT: Request for Authorization of Bridge Replacement #4 on New Loop Road
(SR 1302) in Hyde County under a General Permit .2300
The North Carolina Department of Transportation proposes to replace the aging
Hyde bridge structure # 4 (built 1962) on SR 1302 (New Loop Road, 0.01 miles west of
SR 1303) at the Old State Canal crossing with three 40 feet x 9.33 feet high x 6.25 feet
wide corrugated aluminum pipe arches with headwalls (see figure 1 for example).
The Old State Can, (Public Trust Area of Environmental Concern, is typically a
slow flowing stream 5.0 to 0 feet wide and about 3 feet deep. 1t is not a designated
primary nursery area, • _co rse area, or outstanding resource water.
The replacement structure will be constructed along the existing alignment and
would take about two weeks to complete. Based on the proposed design, the new road
structure will be wider (+11.2 feet) with a more narrow canal channel (-10.05 feet) but
will be able to allow for the same amount of water flow as the existing bridge (Q,,,= 540
cubic feet/second). Department of Transportation plans to remove the old concrete
abutements and pilings. The existing bridge bulkheads will remain in place. Submerging
the pipes will require excavation below the waterline of about 127 cubic yards Pf
The shoreline will be stabilized with rip -rap, which will impact abou 280 gquare feet
(0.006 acres) of a fringe, non -coastal wetland consisting of a small emergent community
of cattail (Ti pha spp.). fl(kL ic6,3 :rr N
P.O. Box 850, Edenton, NC 27932 - Phone: [phone] Fax: [phone]

I have enclosed a vicinity map, plat drawings, landowner signatures, and a check to cover
all permit costs. If you have any questions about this project, please contact me
immediately.
Sincerely,
Don Conner, PE
Division Enginee -Division One
Kristen Shacochis
Division Environmental Officer
Cc: Keith Harrison, Bridge Maintenance
Mr. David Cox, NCWRC
Ms. Sarah Winslow, NC DMF
Mr. Ron Sechler, NMFS
Mr. Tom McCartney, USFWS
Mr. John Hennessy, NC DWQ
Mr. Ted Sampson, NCDCM
Ms. Gretchen Byrum, PE, NCDOT
P.O. Box 850. Edenton, NC 27932 - Phone: [phone] Fax: [phone]

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 j. Will the proposed bridge affect existing water flow?
other sections of the Joint Application that relate to this Yes No
proposed project. If yes, explain
1. BRIDGES N/A
k. Navigation clearance underneath proposed bridge
a. Public Private
b. Type of bridge (construction material) 1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
c. Water body to be crossed by bridge If yes, explain
0
e
f.
Water depth at the proposed crossing at MLW or
NWL
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)
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
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
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
Old State Canal
b. Number of culverts proposed
3
c. Type of culvert (construction material, style)
Aluminum
d. Will proposed culvert replace an existing bridge?
x Yes No
If yes,
(1) Length of existing bridge 46 feet 9 inches
(2) Width of existing bridge 28.8 feet
(3) Navigation clearance underneath existing
bridge 3 feet
Revised 03/95

Form DCM-MP-5
(4) Will all, or a part of, the existing bridge be
(3) Amount of material to be excavated in cubic
removed? (Explain) all
yards
e.
Will proposed culvert replace an existing culvert? c.
Will the placement of the proposed bridge or culvert
Yes x No
require any highground excavation?
If yes,
x Yes No
(1) Length of existing culvert
If yes,
(2) Width of existing culvert
(1) Length of area to be excavated 4 feet
(3) Height of the top of the existing culvert above
(2) Width of area to be excavated 3 feet
the MHW or NWL
(3) Amount of material to be excavated in cubic
(4) Will all, or a part of, the existing culvert be
yards 10 cubic ards
removed? (Explain)
d.
If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
f.
Length of proposed culvert 112 inches
authorized NC DOT disposal area (upland site)
g.
Width of proposed culvert 75 inches
(2) Dimensions of spoil disposal area
h.
Height of the top of the proposed culvert above the
(3) Do you claim title to the disposal area?
MHW or NWL 3 feet
x Yes No
If no, attach a letter granting permission from
i.
Will the proposed culvert affect existing water flow?
the owner.
Yes x No
(4) Will the disposal area be available for future
If yes, explain
maintenance? x Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
j.
Will the proposed culvert affect existing navigation
Yes x No
potential? Yes x No
If yes, give dimensions if different from (2)
If yes, explain _
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes x No
3.
EXCAVATION AND FILL
If yes, give dimension if different from No. 2
above.
a.
Will the placement of the proposed bridge or culvert e.
Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
result in any fill (other than excavated material
x Yes No
described in Item d. above) to be placed below
If yes, z
MHW`or NWL? x Yes No
(1) Length of area to be excavated 4545 f�71D
If yes,
(2) Width of area to be excavated 38 feet
(1) Length of area to be filled 45 feet
(3) Depth of area to be excavated 2 feet
(2) Width of area to be filled 20 feet
(4) Amount of material to be excavated in cubic
(3) Purpose of fill backfill for culverts
yards 127 cubic yards
b.
Will the placement of the proposed bridge or culvert f.
Will the placement of the proposed bridge or culvert
require any excavation within:
result in any fill (other than excavated material
no Coastal Wetlands no SAVs no Other
described in Item d. above) to be placed within:
Wetlands
Coastal Wetlands SAVs x Other
If yes,
Wetlands
(1) Length of area to be excavated
If yes,
(2) Width of area to be excavated
(1) Length of area to be filled 70 feet
(2) Width of area to be filled 4 feet
Revised 03/95

Form DCM-MP-5
(3) Purpose of fill rip rap placement on
shorebank
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? x Yes No
If yes,
(1) Length of area to be filled 45 feet
(2) Width of area to be filled 30 feet
(3) Purpose of fill backfill for culverts
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? NC DOT best
management practices
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? excavator, dumptrucks,
crane
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?
x Yes No
rip rap along shorebank
Kristen Shacochis. Environmental Officer
Applicant or,project N e
a
Signature
Date
Revised 03/95

Figure 2: Hyde Bridge N4 Wetland Fringe consists of Typha spp.

Figure 1 A bridge replaced with a corrugated aluminum pipe arch (CAPA) in Pasquotank
County.

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NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: Ffyde
PROJECT: Bridge ✓#4 replacement
DATE: April 25, 2001
QUAD MAP: Ponzer
SUBJECT: Vicinity Map
LAT/LONG: N 35 34.301, W 76 26.501

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■ 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:
Gurnwood L. Radcliff, Jr.
1269 New Lake Road
Belhaven, NC 27810
A. R4 e ed by ( eye n, t le ) B. Date of Delivery
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D. Is delivery address different from r ❑ Yes
it YES, enter delivery address below: ❑ No
3. Service Type
X Certified Mail ❑ Express Mail
❑ Registered Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service labey 7099 3400 0007 3650 0126
PS Form 3811, July 1999 Domestic Return Receipt 102595.00-M-0952
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■ 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 maiipiece
or on the front if space permits.
1. Article Addressed to:
Lawrence G. Blake
875 New Lake Road
Belhaven, NC 27810
aayy Received by (Please P � j Cg+rly) 8. Date of Delivery
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D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. rvice Type
2 Certified Mail ❑ Express Mail
❑ Registered 0 Return Receipt for Merchandise
❑ insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service label) 7099 3400 0007 3650 0133
F'S Fenn 3811, July 1999 Domestic Re►um Receipt
102595-00-M-0952

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NORT11 CAROLINA
DI?PAIL"I'Nlt,'N"I' Oh "f ItANSI'OR'1'ATION
DIVISION OFF 111GHVVAYS
COUNTY: It) de
PROJECT. Bridge N 4 replacement
DATE: April 25, 2001 . StAk
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' UI:I'AItTi�II:N'I' OF'rRANSPORTATION
DIVISION OF HIGHWAYS
E� Z6 I11110JECT:
COUNTY: I lyde
Bridge ii 4 replacement
DATE April 25, 2001 pfrs a►, vrkw!
SUBJECT: profile vic%�

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
April 25, 2001
Division of Coastal Management
NC Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
ATT ENT ION. Ms. Tracy Wheeler, Coastal Ficld Representative
APR 2 6 2tir91
LYNDO TIPPETT
SECRETARY
SUBJECT: Request for Authorization of Bridge Replacement #4 on New Loop Road
(SR 1302) in Hyde County under a General Permit .2300
The North Carolina Department of Transportation proposes to replace the aging
Hyde bridge structure # 4 (built 1962) on SR 1302 (New Loop Road, 0.01 miles west of
SR 1303) at the Old State Canal crossing with three 40 feet x 9.33 feet high x 6.25 feet
wide corrugated aluminum pipe arches with headwalls (see figure 1 for example).
The Old State Canal, a Public Trust Area of Environmental Concern, is typically a
slow flowing stream 50 to 70 feet wide and about 3 feet deep. It is not a designated
primary nursery area, secondary nursery area, or outstanding resource water.
The replacement structure will be constructed along the existing alignment and
would take about two weeks to complete. Based on the proposed design, the new road
structure will be wider (+11.2 feet) with a more narrow canal channel (-10.05 feet) but
will be able to allow for the same amount of water flow as the existing bridge (Q,o 540
cubic feet/second). Department of Transportation plans to remove the old concrete
abutements and pilings. The existing bridge bulkheads will remain in place. Submerging
the pipes will require excavation below the waterline of about 127 cubic yards of soil.
The shoreline will be stabilized with rip -rap, which will impact about 280 square feet
(0.006 acres) of a fringe, non -coastal wetland consisting of a small emergent community
of cattail (Typha spp.).
P.O. Box 850, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

I have enclosed a vicinity map, plat drawings, lando.Lmer signarures, and a check to cover
all permit costs. If you have any questions about this project, please contact me
immediately.
Sincerely,
Don Conner, PE
Division Enginee Division One
Kristen Shacochis
Division Environmental Officer
Cc: Keith Harrison, Bridge Maintenance
Mr. David Cox, NCWRC
Ms. Sarah Winslow, NC DIF
Mr. Ron Sechler. NMFS
Mr. Tom McCartney, USFWS
Mr. John Hennessy, NC DWV
Mr. Ted Sampson. NCDC-Ni
Ms. Gretchen Byrum, PE, NCDOT
P.O. Box 850, Edenton, NC 27932 - Pione: (25= 482--977 Fax: k252) -'82-8722

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NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY:
Hyde
PROJECT:
Bridge #4 replacement
DATE:
April 25, 2001
QUAD MAP:
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SUBJECT:
Vicinity Map
LAT/LONG:
N 35 34.301, W 76 26.501

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■ 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:
Gurnwood L. Radcliff, Jr.
1269 New Lake Road
Belhaven, NC 27810
A. XRei/e
d by ( e e=t/e B3Date of Delivery
. Signature L
G} {went
X,��-,g ❑Addressee
D. Is delivery address different from i ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
XI Certified Mail ❑ Express Mail
❑ Registered Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service label) 7099 3400 0007 3650 0126
PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952
■ 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:
Lawrence G. Blake
875 New Lake Road
Belhaven, NC 27810
qq Received by (Please PrClrly) ,I B.Date� Delivery
��a
XSi
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gn/' `' /1 �/
Of7J❑Agent
yjt,L ❑ Addressee
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. S rvice Type
2Certified Mail ❑ Express Mail
❑ Registered i9 Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service label) 7099 3 400 0007 3650 0133
PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952

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DEPARTMENT OF TRANSPORTATION
MVISION OF HIGHWAYS
COU Nl'Y: I lyde
PROJECT: Bridge # 4 replacement
DATE: April 25, 2001
SUBJECT: aerial view

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NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
— ._._..-.---...._r—......i DIVISION OF HIGHWAYS
COUNTY: flyde
_......_ _ .... _.......... ...... PROJECT: Bridge f# 4 replacement
DATE: April 25, 2001
SUBJECT: profile view