19990043 Ver 1_Complete File_19990105

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
I111kT?W'A
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 1, 1999
Pender County
WQC 401 Project # 990043
APPROVAL of 401 Water Quality Certification
Darren Pittman
NC DOT
PO Box 897
Clinton, NC 28329
Dear Mr. Pittman:
You have our approval, in accordance with the attached conditions, for the purpose of replacing bridge 17, as you
described in your application dated January 5, 1999. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3112. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed-regulations. Also this approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorsey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Domey
Central Files
John Parker, DCM - Parker-Lincoln
Sincer
P 0 oward, Jr. RE
990043.Itr ,.;
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
J JAN 51999
eel OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Department of Transportation PROJECT: Bridge #17 Replacement
2. LOCATION OF PROJECT SITE: State Route 1103, Pender County
Photo Index -1495: Not Available 19-84: Not Available
State Plane Coordinates - X: 234 600 •Y: 2 256 800
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - December 11, 1998
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - December 15, 1998
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County Land Use Plan
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust
(C) Water Dependent Yes
(D) Intended Use: Bridge Replacement
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - 52' Bridge
Planned - 105' Bridge
(G) Estimated. Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other Spanned
Public Trust Waters 52' Open
Water
(D) Total Area Disturbed: < 10,000 square feet
(E) Primary Nursery Area: No
(F) Water Classification: C Sw Open: No
8. PROJECT SUMMARY: The Department of Transportation is proposing to replace bridge #17
in Pender County with a new bridge.
D.O.T. BRIDGE #17 REPLACEMENT
Page Two
9. PROJECT DESCRIPTION
The proposed project is a bridge replacement located on State Route 1103 in North Western Pender
County. The site is located near the community of Still Bluff. It can be reached from Highway 421 by
turning onto Highway 210 West and continuing on 210 to the intersection of State Road 1104 (Cane
Tuck Road). Turn left onto SR 1104 and continue on SR 1104 until the second intersection with SR 1103
(Cane Tuck Loop Road, a.k.a. Heading Bluff Road). Turn left onto SR 1103 and continue on to the first
bridged crossing of Lyon Creek Canal.
The Department of Transportation is planning to replace the existing 52' x 19' concrete bridge with a
new 105' x 24' reinforced concrete bridge at a shifted angle over Lyon Creek. Canal. State Route 1103
is being paved and slightly realigned in the area of the bridge. The existing and proposed road and bridge
are shown on Sheet 2 of 4 of the plans. The bridge currently has vertical, wooden end bents stabilizing
the creek banks on each side of the canal. During the bridge replacement process, these vertical banks
would be laid back on a slope flat enough to be stabilized by rip-rap rock. This change will necessitate
the proposed lengthening of the bridge structure to span the sloped banks of the creek. No wetlands are
present. No wetland impacts are associated with the project. All portions of the existing bridge structure
will be removed from the site.
The existing bridge and the proposed bridge will be approximately the same height above mean high
water. Currently there is between 2' to 5' of navigational clearance underneath the bridge depending
upon the tidal stage. During low tide there is approximately 18-24" of water in the creek with as much
as 4-5' of water at high tide. The channel at the bridge is about 50' wide.
The waters of Lyon Creek Canal have been classified as C Sw by the Division of Water Quality. Class
C is a fresh water classification. The best use for the Class "C" waters is described as aquatic life
propagation and survival, fishing, wildlife, secondary recreation, and agriculture. The "Sw" refers to
low velocity swamp waters. The waters are not a designated primary nursery area and are not evaluated
by Shellfish Sanitation for shellfish resources.
10. ANTICIPATED UYIPACTS
The proposed bridge replacement will likely result in some short-term turbidity associated with removal
of the structure and construction of the new bent supports. There should be no material deposited into
the creek and no excavation of the bottom. Temporary sediment control measures should be implemented
to retain the disturbed soil on the site while the creek banks are being sloped and stabilized with the rip-
rap rock. The amount of the land disturbance should be less than 10,000 square feet associated with this
bridge replacement project. There are no known shellfish resources this far up the river and impacts to
anadromous fish populations should be minimal.
Janet M. Russell / December 16, 1998 / Wilmington
Form DCM-MP-1
_ -??:: ---
APPLICATION
(To be completed by all applicants) G J
COA-STA
1. APPLICANT
a. Landowner:
Name North Carolina Departmmt Of Transportation
Address P.O. Box 25201
City Raleigh State N.C.
Zip 27611-5201 Day Phone [phone]
Fax x19%733-9794
b. Authorized Agent:
Name Darren K. Pittman. Bridge Maintenance
Address P.O. Box 897
City Clinton
State N.C.
Zip 28329 Day Phone [phone]
Fax [phone]
c. Project name (if any) Replace Bridge No. 17 over
Lyon Swamp Canal on SR 1103, Pender Ccxa
NOTE: Permit will be issued in name of landowner(s), aid/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Pender
b. City, town, community or landmark
Canetuck Township
c. Street address or secondary road number
- SR 1103
d. Is proposed work within city limits or planning
jurisdiction? Yes x_ No
e. Name of body of water nearest project (e.g. river,
. creek, sound, bay) jy= cwt
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all. development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace Existing Bridge With A New Bridge
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? PRtbi- c
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Public Transportation: Highway
Crossing of Lyon Swamp Canal: Standard Ccnstrncticn
Methodologies
Revised 03/95
Form DCM-MP-1
:. ---
t7l
1
m.-. Describe existing wastewater treatment facilities.
4. LAND AND WATERN/A
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NV& Bridge i c +/- Y A1rnm W.
d. Soil type(s) and texture(s) of tract
Loose Slightly Organic Sand
e. Vegetation on tract Maple, Gun. QM=s
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan land
classification of the site? (Consult rte local land use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
lhwal Agriculture
i. Is the proposed project consistent with. the applicable
zoning? Yes No N/A
(Attach zoning compliance curificate, if applicable)
Has a professional archaeological
done for the tract? Yes
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Anach docwnentation, if available)
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Sin-face
&=ff From Bridge and Approaches
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

assessment been
X No
Revised 03/95
Form DCM-MP-1

site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION` AND ` PERNIISSION
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name rnrbett i Aping Q=my
Address P.O. Box 210
Phone Wilmington, N.C. 28402
Name Wilbur P. Pridizen
Address Rte. 1 Box 91 B
Phone Currie, N.C. 28435
Name Jesse E. Qa==
Address 615 Rosemont Avenue
Phone Wi-lmingtaa, N.C. 28403
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NA
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project-
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the -30 ih day of ^?Oy 19 18.
Print Name Darren K. Pittnan
Signature 4A1
utborked Agent
or
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
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
other sections of the Joint Application that relate to this
proposed project.
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
1. BRIDGES
a. Public x Private
b. Type of bridge (construction material)
Concrete - Prestressed Cored Slab
c. Water body to be crossed by bridge
Lyon Swamp Canal
d. Water depth at the proposed crossing at MLW or
NWL +/- 5'
e. Will proposed bridge replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 52' 3"
(2) Width of existing bridge 19.1'
(3) Navigation clearance underneath existing
bridge +/- 2'
(4) Will all, or a part of, the existing bridge be
removed? (Explain) Fntire Ed.sting Bridge
will be rimed
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
if yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
g. Length of proposed bridge lo5' l3 Suns @ 351)
h. Width of proposed bridge 241
i. Height of proposed bridge above wetlands
+/-2'
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
+/- 2'
1. Will the proposed 'bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes x No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. Coast Gu2rd
concerning their approval?
Yes X No
If yes, please provide record of their action.
Revised 03/95
Form DCM-b1P-5
2. CULVERTS
N/A L
a. Water body in which culvert is to be placed', -W*
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert 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)
e. Will proposed culvert replace an existing culvert?
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)
f. Length of proposed culvert
g. Width of proposed culvert
h. - Height of the top of the proposed culvert above the
MHW or NWL
i. Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes 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?
Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
(4) Amount of material to be excavated in cubic
yards N/A
b. Will the placement of the proposed bridge or culvert
require any excavation within: NO
- Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards N/A
c. Will the placement of the proposed bridge or culvert
require any high-round excavation?
X Yes No
If yes,
(1) Length of area to be excavated +/- io,
(2) Width of area to be excavated +/- 60'
(3) Amount of material to be excavated in cubic
yards +/- 70 Cu Yds.
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
Upland Site To Be Determined
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area?
Yes X No
If no, attach a letter granting permission from
the owner. N/A
Revised 03195
Form DCM-MP-5
(4) Will the disposal area be available for future
maintenance? Yes X 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
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, `explain in detail i*mP Anti ni p atm
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? Stringent Application of
NCDOT's BMPS For The Protection of Surface Waters
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
described in Item d. above) to be placed on
highground? X Yes 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 X No
if yes, explain in detail
f. What type of construction equipment will be used
(for example, dragline, backhoe or -hydraulic
dredge)? Crane, Backhoe, Trucks, EPC.
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
If yes, explain in detail Class 11 Rip Rap will be
installed From EB #1 & EB #2 to Waterline
NCDOT - Darren K. Pittman
4
Applicant Project Name/ /
3fil?^-? !/? l
Signature
No?Er4t362 3o /9g g
Date
Revised 03195
,M>• L>r.rAx,rlvlElv,1' OF TRANSPORTATION
DIVISION OF HIGHWAYS
?P42
1 - COUNTY: Pender
,2,9 PROJECT: Replace Bridge No. 17 over
4.6 AT)ONSON 43 •I Lyons Swamp Canal & Pave
POP. 283 Approaches on SR 1103
I ` 1 1128 DATE: October 7, 1998
i ?. 53 ? a SUBJECT: Location Map
(' + <. ! . SCALE: NTS
?^ ~ SHEET: 1 of 4
I t29 13"
\ 32
y ,,21
1=6 ,, '•'J 11,31
V
P124 33 ; \5
'? ?? 1125 ?r?.. ? i\,• -?
? \
1 Q'.
L^e t ? '? •_• f Rrb (' h -1 O1124
ij '.? "M1 ' C°\ 53:.1 ( •, Vim :? '- •./ . f'n:ee; ••••.I 1, 1,a e I Vila Z b
\llz7
• '•\ • •1• liar 1 _'?n+s ._ _..?
,126 \ I,1 Icon
FR I \ I , -
• O N. -? 1,27
53
8 -7- '? 11201 ` N
1 "0, \ a ? 1- ---~ I' ,7• 10
?? \p? `,1'll ; .l•. Cs•? nCD I De*q .? -i 11119
' Cum. / I I
` •1 1 ' _~'
?• '.' /' 1 .(• 1101 yOolta REEK D .r•.?. _ QIO? 28 lua
144
.38
.1130.6 r '•, , 111] II,7M - J
/• I lb • • ) 7A. Ytapn ?' ?? 11,2
-j ' 1103'' 44
03 `\.i 1C3 215 1133
>.-r t 9
r:
r 20
\.._ 17 '
? / '• \a 110]\` ?>> \ I,ai ? ..? ??\\
U
O ci, oucN ?a v
F {?o?
m.?. o
G YEAR ROAN
ISLANO
G i
`r O J N N e FINER _
G J L•p " L' I
Lj/ 1 f
C t ?
C O U N T Y
Pt'c,NDER-13R?oG?? -? i?

Y

\ Jesse E. Carnes
\\ DB 641, Pg 138 Tract 3 ?
\ MB 9, Pg 93
\
\
en and wife„
i NVilbar P. PridS /
\\ EIP 52+33.59
F,lnily S• PridgeII \ 39.96' (LT
DB 707, Pg 051 \ \
MB 9, P.g 73 ----i 1`-- -
gw AMP G ANAL
?Y 0 N ------ -

Corbett Chipping Co. '
DB 095, Pg 002
MB 9, Pg 73
r
Curve C6 ,.i
•"r
Sr 14' IF E •?.? •/
Curve C5
PC Sta 47+58.29
PT Sta 46+79.76
i' Curve C7
/ 1P
r y
PC Sta 52+26.11
ERRS 51+37.32. 0.00' (RT)
] `--__-
Jj?01N4 1 PAR1;rNE ?,[fA
NOTE: EXISTING BRIDGE
PROPOSED FOR REPLACEMENT
WITH ONE AT A 75'SKEW.
Corbett Chipping Cc
DB 095, Pg 002
PT Sta 50+16.84 MB 9,Pg 73
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: Pender
PROJECT: Replace Bridge No. 17 over
Lyons Swamp Canal & Pave
Approaches on SR 1103
DATE: October 7, 1998
SUBJECT: Top View
SCALE: I"= 100'
SHEET: 2 of 4
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: Pender
PROJECT: Replace Bridge No. 17 over
Lyons Swamp Canal & Pave
Approaches on SR 1103
DATE: October 7, 1998
SUBJECT: Plan View
SCALE: 1" = 50'
SHEET: 3 of 4
- p

UtN
0

w
W
n ? 5
y? i

I I l (! I! ?'I,''??I I! I? 11I ?? 1 1 ?. ? I I _I I! ! I I ? I I I I I I I I??I 1 1
N'??!I II ;? ?? ; I. I 1 ? II
t o 4Ll
?
?•? I 1 I ? ! I I I ? ! (? i i I( I I L? I! I ?? I !
?;??i !?) I I? II I?I li ii I ! ?I I l?i? I ji II
I II I? I I I I j!LI i II I I Ili??,.l Iliil ji
illI i ! II I iiil ? I ?lo ? II I? I'_
lit
44
.I ? lal I I.
t.l?i ? ? I I I ? lil?l ?I.I?II?.
J"rl?'Klr ? '% I? I??i-I r'I II'?Il?j' ? I °?"' ! I i'i,;l; I?Ij ?f
? i Iv ? ? ? i 1=') I ! I ; j! i I I I I! i i t
Vr ;-
'?t? ??;iil I''?? i,l ?: ?II? I I I li?iil I I' II
fill
lit--??.(?i I ?_? ? ?I?,?{- `!lil ;; I!l:?I_?IIIII^_ III III, II!!.Illi I '
-? Itn,JI y-: 4TT1 -.-
I
f?11 I <.'ltlll?l?l ?' !!II11 ! T-1 l lil?
-I II ,. -!Illllllll.?. I I ! i ( I I? !II.!. ;.,., ,
_c.! i I II M-1 L II.II._.l' I II !II I II I '
i I' I I I! Ij I i I( I
j
' ?-? `? ! I III i j I i.; , I -•-?-?--i ?- I ._ i i i i I l i
I I I ? I - ( ? I;• I I ? I. 14 F. , i 4' ?? I?, ? I' I I I
l y I _ ff
." i•I I ? Ii ,f I.! Iii, i
•Il,?l.i- Ill .??.?.?il.
III:?',L j I III I I I I I I I I I I I j I;' i i ' NORTH CAROLINA
I I., I ISO I I I I' I; I I DEPARTMENT OF TRANSPORTATION
bI
I lf DIVISION OF HIGHWAYS
I-
1 I I• i I ! I I I I I ! COUNTY: Pender
Q_ I I ?j I I l i I I I l i l PROJECT: Replace Bridge No. 17 over
y " I I I Lyons Swamp Canal & Pave
j i l I ' X I I I I I I I 1 1 I I Approaches on SR 1103
DATE: October 7, 1998
! i t I I I. I l i I SUBJECT: Cross-Sectional View
SCALE: 1" = 50' VS
i I ! ' i I i I I I; l i l t SHEET: 4 of 4 t o
:. :.IIIII?I!?U111i!li-I-° I li---!'!III
SLATE4
? s
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR SECRETARY
Monday, November 30,1998
Ms. Janet Russell, Pender County Field Representative
N.C. Department of Environment and Natural Resources
Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845

Dear Ms. Russell:
SUBJECT: Bridge No. 17 over Lyon Swamp Canal on SR 1103 in Pender County
The North Carolina Department of Transportation is proposing to replace Bridge No. 17 over Lyon
Swamp Canal and pave the approachways on SR 1103 in Pender County. The existing bridge is
structurally deficient and is scheduled to be replaced by a reinforced concrete structure. Engineering
studies have been completed and plans have been made to insure that the work can be scheduled in the near
future.
This action requires the approval of the Division.of Coastal Management under provisions of the
Coastal Area Management Act (CAMA). Most recently the Department, upon request, was notified by the
Division of Coastal Management that a Major CAMA Permit would be required. Accordingly, CAMA
Major Development Permit applications (MP-1 and MP-5) have been submitted for your consideration. In
addition, vicinity maps and engineering drawings (plan view and cross-sectional) have been attached to the
applications.
Thank you for your cooperation. If you have any questions or comments, please contact me at
[phone].
DKP
Attachments
Yours very truly,
Darren K. Pittman
NC DOT BRIDGE MAINTENANCE
cc: file
BRIDGE MAINTENANCE UNIT P.O. BOX 897 CLINTON, N.C. 28329 [phone]
1' a JAN 51999
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Department of Transportation PROJECT: Bridge #17 Replacement
2. LOCATION OF PROJECT SITE: State Route 1103, Pender County
Photo Index -1925: Not Available 1489: Not Available
State Plane Coordinates - X: 234 600 Y: 2 256 800
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - December 11, 1998
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - December 15, 1998
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County Land Use Plan
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust
(C) Water Dependent Yes
(D) Intended Use: Bridge Replacement
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - 52' Bridge
Planned - 105' Bridge
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED GILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other Spanned
Public Trust Waters 52' Open
Water
(D) Total Area Disturbed: < 10,000 square feet
(E) Primary Nursery Area: No
(F) Water Classification: C Sw Open: No
8. PROJECT SUMMARY: The Department of Transportation is proposing to replace bridge #17
in Pender County with a new bridge.
D.O.T. BRIDGE #17 REPLACEMENT
Page Two
9. PROJECT DESCRIPTION
The proposed project is a bridge replacement located on State Route 1103 in North Western Pender
County. The site is located near the community of Still Bluff. It can be reached from Highway 421 by
turning onto Highway 210 West and continuing on 210 to the intersection of State Road 1104 (Cane
Tuck Road). Turn left onto SR 1104 and continue on SR 1104 until the second intersection with SR 1103
(Cane Tuck Loop Road, a.k.a. Heading Bluff Road). Turn left onto SR 1103 and continue on to the first
bridged crossing of Lyon Creek Canal.
The Department of Transportation is planning to replace the existing 52' x 19' concrete bridge with a
new 105' x 24' reinforced concrete bridge at a shifted angle over Lyon Creek Canal. State Route 1103
is being paved and slightly realigned in the area of the bridge. The existing and proposed road and bridge
are shown on Sheet 2 of 4 of the plans. The bridge currently has vertical, wooden end bents stabilizing
the creek banks on each side of the canal. During the bridge replacement process, these vertical banks
would be laid back on a slope flat enough to be stabilized by rip-rap rock. This change will necessitate
the proposed lengthening of the bridge structure to span the sloped banks of the creek. No wetlands are
present. No wetland impacts are associated with the project. All portions of the existing bridge structure
will be removed from the site.
The existing bridge and the proposed bridge will be approximately the same height above mean high
water. Currently there is between 2' to 5' of navigational clearance underneath the bridge depending
upon the tidal stage. During low tide there is approximately 18-24" of water in the creek with as much
as 4-5' of water at high tide. The channel at the bridge is about 50' wide.
The waters of Lyon Creek Canal have been classified as C Sw by the Division of Water Quality. Class
C is a fresh water classification. The best use for the Class "C" waters is described as aquatic life
propagation and survival, fishing, wildlife, secondary recreation, and agriculture. The "Sw" refers to
low velocity swamp waters. The waters are not a designated primary nursery area and are not evaluated
by Shellfish Sanitation for shellfish resources.
10. ANTICIPATED IldPACTS
The proposed bridge replacement will likely result in some short-term turbidity associated with removal
of the structure and construction of the new bent supports. There should be no material deposited into
the creek and no excavation of the bottom. Temporary sediment control measures should be implemented
to retain the disturbed soil on the site while the creek banks are being sloped and stabilized with the rip-
rap rock. The amount of the land disturbance should be less than 10,000 square feet associated with this
bridge replacement project. There are no known shellfish resources this far up the river and impacts to
anadromous fish populations should be minimal.
Janet M. Russell / December 16, 1998 / Wilmington
?S 1
Form DCM-MP-1
_ .?
APPLICATION
v _.... 1 ..l J.1 .?
(To be completed by all applicants) G i
f AL IViKNt A v,t.... vi
COASQ
1. APPLICANT
a. Landowner:
Name North Carolina Department Of Transportation
Address P.O. Box 25201
City Raleigh State N.C.
Zip 27611-5201 Day Phone [phone]
Fax 19%733-9794
b. Authorized Agent:
Name Darren K. Pittman. Bridge Maintenance
Address P.O- Box 897
City Clinton
State N.C.
Zip 28329 Day Phone [phone]
Fax [phone]
c. Project name (if any) Replace Bridge No. 17 aver
Lyon Swamp Canal on SR 1103, Pender County
NOTE: Permit will be issued in name of Imtdowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Pender
b. City, town, community or landmark
Canetuck Township
c. Street address or secondary road number
SR 1103
d. Is proposed work within city limits or planning
. jurisdiction? Yes x No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Ly= Canal
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all. development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
&21ace Existing Bridge With A New Bridge
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? %blic
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Public Transportation: highway
Crossing of Lyon Swamp Canal: Standard Construction
Methodologies
Revised 03/95
fA
Form DCM-MP-1
ter) ,,-
?s ' i -
m.; Describe existing wastewater treatment facilities.
4. LAND AND WATER N/A
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL Rri dge J q +/- Y Amp W.
d. Soil type(s) and texture(s) of tract
Loose slightly organic Sand
e. Vegetation on tract Maple, Gum, G MMS
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the ioaal knd use plan.)
X Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
Rural Agriculture
L Is the proposed project consistent with.. the applicable
zoning? Yes No N/A
(Attach zoning convu-ce certificate, if appHcabk)
j•
Has a professional archaeological
done for the tract? Yes
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No . _-
1. Are there wetlands on the site? Yes. X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach dommmmadon, if avaitabk)
assessment been
X No
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) surface
Runoff From Bridge and Approaches
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.02.03 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate' number of quality copies `are provided by
applicant. (Contact ; the U.S. Army . Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map- is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Cnrbett Chipping- Ca3p=
Address P.O. Box 210
Phone Wilmin torn, N.C. 28402
Name Wilbur P. Pridgen
Address Rte. 1 Box 91 B
Phone Currie, N.C. 28435
Name Jesse E. Carnes
Address 615 Rosemont Avenue
Phone Wilmington, N.C. 28403
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NA
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03195

6. CERTIFICATION' AND 'PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 37-) -th day of ^fbyEy4&3? 19 9S
Print Name Tiqrren K. Pittman
Signature
r or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

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
other sections of the Joint Application that relate to this
proposed project.
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
1. BRIDGES
a. Public x Private
b. Type of bridge (construction material)
Concrete - Prestressed Cored Slab
c. Water body to be crossed by bridge
Lyon Swamp Canal
d. Water depth at the proposed crossing at MLW or
NWL +/- 5'
e. Will proposed bridge replace an existing bridge?
X Yes No
If Yes,
(1) Length of existing bridge 52' 3"
(2) Width of existing bridge 19.1'
(3) Navigation clearance underneath existing
bridge +/- 2'
(4) Will all, or a part of, the existing bridge be
removed? (Explain) Entire Existing Bridge
will be remXed
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
if yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) - Height of the top of the existing culvert above
the MHW or NWL N/A
g. Length of proposed bridge 105' Q Spans @ 351)
h. Width of proposed bridge
24'
i. Height of proposed bridge above wetlands
+/ - 2'
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
+/- 2'
1. Will the proposed 'bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes x No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
If yes, please provide record of their action.
Revised 03195
Form DCM-MP-S
2. CULVERTS MIA
a. Water body. in which culvert is to be placed-L,'..'
.;
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
(4)
bridge
Will all, or a part of,
removed? (Explain) _
e. Will proposed culvert replace an existing culvert?
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)
f. Length of proposed culvert
g. Width of proposed culvert
h.' Height of the top of the proposed culvert above the
MHW or NWL
L Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
the existing bridge be

j. Will the proposed culvert affect existing navigation
1 potential? Yes 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?
Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
(4) Amount of material to be excavated in cubic
yards N/A
b. Will the placement of the proposed bridge or culvert
require any excavation within: NO
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards N/A
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated +/- 101
(2) Width of area to be excavated +/- 60'
(3) Amount of material to be excavated in cubic
yards +/- 70 Cu Yds.
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
Upland Site To Be Ueterndned
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area?
Yes X No
If no, attach a letter granting permission from
the owner. N/A
Revised 03195
t i r+u 4a; 1vVKlnI.AKULINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
1200 _ , 't' '•\ ':
? '• ,? ,236 - ? •'r-• ?P42 ?
- - COUNTY: Pender
1201 1219• 43 PROJECT: Replace Bridge No. 17 over
\ AMNSON I Lyons Swamp Canal & Pave
L6 POP. 293 i Approaches on SR 1103
i \ 1128 \ 11 N • DATE: October 7, 1998
I \ O L o 2 SUBJECT: Location Map
\ SCALE: NTS
i !% 4
~ 11129 `O o SHEET: 1 of4
i Y `\ ;13•
32 c!)/ Y 1121
BG 1221 ' •-/ -
> r ?' P124 „ 33 '. 1131
'\ /• 1 \ • a: t:2 1123 Z• 120 \P188
C226 a \ ;: ?: ,r
y..p .9 (• . r M Seeia ? . • !' ry -,'1124 1.
Z 1 ti, }? I e
' (' •.? 1120 V , file ` /
I ,,1100 1 /• 1126
V \ . _ 23
.\ •\ 1'' - ^ ?OI ? 1136 .\ b /•.
I? F _. ,J• 1121 J 1 \` -
•\ n ?•\1118 ._ _
,128 lil 1.0•
?'E7P I •\ I ? i `
O \.• \ v
10
u 8.. ills --! 1 l ai 23 rte,, i . 6 P83 'k ,.. -,
I,Ob ?.•'- ' 1119
? `- I ? Culri? j _ I
i?\?.yJ t`?' ' ?` /• "? .7, 1101 !yoo% CRUX G wvR _ .210? 2U 1436
Lu 144
-.? _ .
11 COAST A1 . 1- 33
.'130 .6 ?. •\" 1115 1113 1•• 'Y J lfC
/• 11b \/ Slip NN# - • _ l TI+? •eee.rpn w ] j 1,12
-+ 1103' 44
?•"? .l 1173 J•• \?
m i M 215 ?I J
'\ IIp6 r? . ? 111•
20
•,?•_•'` \•\ `110e /? 'Xl •. ?q- ,103//1 ,
T T •? ? .. 1 1132\,• •? U..
1107
?• -? II03
\
. c?
O pqo aGtl GN '9
Rld..d. D
G FEAR ROAN it
ISLAND
G N ? v
S U v H k R,yER
?jr 1 f
C O U N T Y
P?.NDEP?-C3RiDG.??. -#? I7
\ ? f
\ } a
\ Jesse E. Carnes
\\ DB 641, Pg 138 Tract 3 ,
\ MB % Pg 93
C- •i'
\ \ } i' Curve C7
} y
'Wilbur P. Priagen and wife„\ -- ,
/ It EIP 52+33. 9
Emily S. PridB°n \ 39.96' (LT PC Sta 52+26.11
Dg 707,P9 051 f
IKB 9, ]Qg 73 "-- ERRS 51+37.32.0.00' (RT)
C/L EXISTING BRIDGE
?Y ON 5W AMP G ANAI• ---------------
L. . p0A1 LANflI?_
Corbett Chipping Co. NOTE: EXISTING BRIDGE
DB 095,Pg 002 h PROPOSED FOR REPLACEMENT
WITH ONE AT A 75'0' SKEW.
MB 9, Pg 73
r•
Curve C6 Corbett Chipping Co
•.•'y' DB 095, Pg 002
Iq' II' E PT Sta 50+1-6.84 MB 9, Pg 73
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Curve C5 DIVISION OF HIGHWAYS
PC Sta 47+58.29 COUNTY: Pender
PROJECT: Replace Bridge No. 17 over
Lyons Swamp Canal & Pave
Approaches on SR 1103
DATE: October 7, 1998
PT Sta 46+79.76 SUBJECT: Top View
SCALE: 1"= 100'
SHEET: 2 of 4
C
?n O I")
-e, t Oo 6 !s .
n) 2
r?11 r?c1
.I ? 1
Z
t -?
y
N
0
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUN'T'Y: Pender
PROJECT: Replace Bridge No. 17 over
Lyons Swamp Canal & Pave
Approaches on SR 1103
DATE: October 7, 1998
SUBJECT: Plan View
SCALE: r° = 50'
SHEET: 3 of 4
t;
1

r
IN
M (_ S
-D
(?

n

I z
I

r\ I ?
OX

' o

(N .

o. ? W
1
1 . W

?r
J Cl
1
_!J??

i
? !

I
I
I
? I I, i
I ?
Q
I
I
I I i
I
(
I
I
I I
I ?
,?
I
j l '
1 ? I
11 i
I
,! 1 I
I
? ? ! I , II ? . , I I.? ?I . II
I

?
I
?
I
?
I _ _
I
I ?
aJ
.
?
11?-, I
???
ji
I
I
?
-

i
I
II
I
i 1? ,I ? ,!

??`
• I I I ?t I I
! ?I i I I I I III I I I

j ?

1 ?
v ) ? I I I ! ?n ?I I II i IiI
I I

! , l? ? I I

i I ?

I I' ` j i l
i 11
I

I I'?
II !
?II
_ ? ?. _ . -_ -
. i _ _ _
__
_
_
_ _ __
_ L ? .

L1
??
{+ ' ,
? ?
? ? .T I ' r
T'
? ?
I`' 1 I 1 i i i
•-
i
J?
I
i V
s
;
r,
`?
i
!
I
IL
I I
( I
I
I
i
'
'
,
;
, i i
! I I I !
?
?
I
,

.
y? ' ; `I
l '? .
ii
1 1 I 11 I I ; L-' I i I 1 1? i i ; ; `
y 1
.I'r?
?
II? II `
I ?
1 ?? ? - '11!!11 Iljl
!
(
!1 T
II
N.
I! ( I I ;
''
? I
I 1
I I I

w

:

!

!.IiI
1
TLII

I
I I
II 44:x;
f A
-

I ?
I .I I I I I ??
FilII I !
j
L

I
7 7
?;
J .1

I I
I I
1y

I

I

!

I

I

!

I

' I
C I i
II. .ii
?

.ii
I

?

I I

?

i'.
? I

i

,
?
II 1 ?
I I.: T

I I i !
I ? I
III _
j
I rj
U I
'
I
,
I

, j
-
, I:. I I
I" I i
I' i+l i
!'

I ,I ?

? '
I ?
, ' ?
""
I ??I !i
i l
!' l
! IIIl.l?llliililllll?illli
NORTH CAROLINA
I

! i
: I
?!
I9

ill I I
II I I I I I
I I I
i! I

i ! ! ! I
I I
! I
1 I
i
I
I
DEPARTMENT OF TRANSPORTATION
ON OF HIGHWAYS
I ? ? ? I I 1 1 1 I 1
? I DIVISI
,

`,
?- i'

I Q?

I 1,,

I

!

I i

i, ?;

i I I i

I I

! I 'I

I
i COUNTY: Pender
PROJECT: Replace Bridge No. 17 over
Lyons Swamp Canal & Pave

I l i l i
' I

' I
I I
I y ?;
L i

I I
I

I 1

I 1 1
I I

i I I
I

I! I
I (
i

I !
I

i-? Approaches on SR 1103
DATE: October 7, 1998
SUBJECT: Cross-Sectional View
-? SCALE: 1"=50' VS t c,
'
I ! I i I I I
i l i l SHEET: 4 of 4
I i I
- ? 1
i ? t lo!
?
hl
i
l
l
?
i
l
i
ll
!
I
tl
l i 77
t
ili
a

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR SECRETARY
Monday, November 30,1998
Ms. Janet Russell, Pender County Field Representative
N.C. Department of Environment and Natural Resources
Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845
Dear Ms. Russell:

D':.. ..

SUBJECT: Bridge No. 17 over Lyon Swamp Canal on SR 1103 in Pender County
The North Carolina Department of Transportation is proposing to replace Bridge No. 17 over Lyon
Swamp Canal and pave the approachways on SR 1103 in Pender County. The existing bridge is
structurally deficient and is scheduled to be replaced by a reinforced concrete structure. Engineering
studies have been completed and plans have been made to insure that the work can be scheduled in the near
future.
This action requires the approval of the Division of Coastal Management under provisions of the
Coastal Area Management Act (CAMA). Most recently the Department, upon request, was notified by the
Division of Coastal Management that a Major CAMA Permit would be required. Accordingly, CAMA
Major Development Permit applications (MP-1 and MP-5) have been submitted for your consideration. In
addition, vicinity maps and engineering drawings (plan view and cross-sectional) have been attached to the "
applications.
Thank you for your cooperation. If you have any questions or comments, please contact me at
[phone].
DKP
Attachments
Yours very truly,
1
Darren K. Pittman
NC DOT BRIDGE MAINTENANCE
cc: file
BRIDGE MAINTENANCE UNIT P.O. BOX 897 CLINTON, N.C. 28329 [phone]
Re: Tardy stuff
Subject: Re: Tardy stuff
Date: Mon, 15 Feb 1999 13:35:28 -0500
From: "JoAnne Steenhuis" <[e-mail]>
Organization: wiro.enrsstate.nc.us
To: "Todd St. John" <[e-mail]>
Todd, I have no file for Hwy 17 bridge. I read a ea type thing I think
about it, otherwise I had no real issue with it (besides them just
tearing things up the way they know how to).
Joanne
p o

2/15/99 12:34 PNI