20171501 Ver 1_Onslow Bridge 54_DCM application_11172017_20171117

�CM M�-1
APPLICATION for
M�lor De�elopment Permlt
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicanb Landowner Information
Business Name Project Name (if applicable)
NCDOT- Division 3 Onslow Bridge 54 - Bank Stabilization
Applicant 1: First Name MI Last Name
Anneliese Westphal
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
5501 Barbados Bivd. Castle Hayne NC
ZIP Country Phone No. FAX No.
28429 USA 910 - 341 - 2000 ext. 910 - 675 - 0143
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
AgenU Contractor 1: First Name MI Last Name
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1 Phone No. 2
- - ext. - - ext.
FAX N o. Contractor #
Street Address (if different from above) City State ZIP
Email
<Form continues on back>

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County (can be multipie) Street Address State Rd. #
Onslow SR 1231 Banks Bridge Rd 1231
Subdivision Name City State Zip
N/A Richlands NC 28574 -
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. , , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak New River
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
�Natural ❑Manmade ❑Unknown New River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdictior or city limit the proposed
❑Yes �No work falls within.
Work will be within NCDOT R/W. Jurisdiction of surrounding
area is Onslow County (unincorporated).
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
145 feet N/A
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
, N/A NW L(normal water level)
(lf many lot sizes, please attach additional page with a list) v8ries ❑NHW or �NW L
e. Vegetation on tract
Slnce the tract is mainly the existing NCDOT WW, most of the vegetation consists of roadside grasses on shoulders and
slopes. Within the R/W in one quadrant there are several species of hardwood trees and pines. No aquatic vegetation was
noted at the site.
f. Man-made features and uses now on tract
Onslow Bridge #54 which carries SR 1231 (Banks Bridge Rd) over the New River.
g. Identify and describe the existing land uses adjacent to the proposed project site.
The land uses adjacent to the bridge are residential, forested, and agricultural.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
The R/W is not zoned but the surounding tracts are zoned (Attach zoning compliance certificate, if applicable)
RA (Residential Agriculture). ❑Yes ❑No �NA
j. Is the proposed activity part of an urban waterFront redevelopment proposal? ❑Yes �No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes �No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes �No ❑NA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes �No
(ii) Are there coastai wetiands on the site? ❑Yes �No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes �No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
Stormwater drains from the bridge through deck drains, and from the approaches by open ditch sections.
5. Activities and Impacts
a. W ill the project be for commercial, pubiic, or private use? ❑Commercial �Pubiic/Government
❑ Private/Com munity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
When complete, the purpose, use, and daily operations of the bridge will be the same as the purpose, use and daily
operations of the existing bridge sturcture. The bridge carries tra�c on SR 1231 Banks Bridge Rd and spans the New River.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
See attachment.
d. List all development activities you propose.
The activity proposed is stabilization of a stream bank at an existing bridge.
e. Are the proposed activities maintenance of an existing project, new work, or both? MaintenanCe of an existing bridge.
f. W hat is the approximate total disturbed land area resulting from the proposed project? 1300 �Sq.Ft or ❑Acres
g. W ill the proposed project encroach on any public easement, public accessway or other area �Yes ❑No ❑NA
that the pubiic has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The existing discharges to the state include the discharge of stormwater from the deck drains on Bridge 54 and the ditch
sections on all quadrants of the bridge. The poposed discharges will be the same as the existing after the proejct..
i. W ill wastewater or stormwater be discharged into a wetland? ❑Yes �No ❑ NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No �NA
j. Is there any mitigation proposed? ❑Yes �No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
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Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional lnformation
In addition to this completed application form, (MP-7) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) —(� are ahvays applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Piease give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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 hava 30 days in
which to submif comments on the proposed project to the Division of Coastal Management.
Name Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicabie.
i. Wetland delineation, if necessary.
j. A signed AEC hazard nofice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compiiance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. if the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. 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 the conditions and restrictions contained in the permit.
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 knowfedge.
Date 10/31/2017 Print Name Anneliese Westphal
Signature �� , l/v
Please indicate application attachments pertaining to your proposed project.
�DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑ DCM MP-4 Structures Information
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Form DCM MP-1
5.c. Describe the proposed construction methodology, types of construction
equipment to be used during construction, the number of each type of equipment
and where it is to be stored.
The existing eroded area on the left downstream bank will be isolated wifih an approved dewatering
measure, and then dewatered. The measures to dewater will be placed within the area of temporary
surface water impacts shown on the plan view drawing. All measures will be landward of interior Bent
2. Also, a turbidity curtain will be available and used as needed. After dewatering, the area around the
exposed water line will be stabilized, and then a mini-excavator with rubber tracks will access the site
from the upstream, western bank. Class II granite riprap will be placed along the bank per the plan
sheets. The riprap will be pushed into the sediment so that the rock is "keyed-in" along the proposed
new water's edge. After this line is established, sand fill material will be used to re-create the bank.
Class II granite riprap will be placed over the sand fill. The operation will be assisted by a long arm
excavator, operated from the roadbed or bridge deck. Also, several dump trucks will be utilized to haul
the riprap and sand. Some equipment may be stored on-site where there is sufficient shoulder width to
leave the equipment on-site. However, some equipment will likely be stored at NCDOT's maintenance
yard in Jacksonville, NC or Kenansville, NC.

Form DCM MP-2
EXCAVAT' o a n d '
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length
Width
Avg. Existing NA NA
Depth
Final Project NA NA
Depth
1. EXCAVAT/ON � This section not applicable
a. Amount of materiai to be excavated from below NHW or NW L in b. Type of materiai to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastai wetlands/marsh d. High-ground excavation in cubic yards.
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2, D/SPOSAL OF EXCAVATED MATER/AL � This section not applicable
a. Location of disposai area. b. Dimensions of disposal area.
c. (i) Do you ciaim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑W� ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) W ill a dis osal area be available for future maintenance?
❑Yes �No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) if yes, how much water area is affected?
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3. SHORELINE STAB/L/ZATION
(lf deve%pment is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
❑Buikhead �Riprap ❑BreakwateNSill �Other: Fill
c. Average distance waterward of NHW or NW L: 15 feet
e. Type of stabilization material:
Class II riprap
g. Number of square feet of fiil to be placed below water level.
Bulkhead backfill Riprap 681 sg. ft.
Breakwater/Sill Other 441 sq. ft. (fill dirt under
riprap) and additional 222 sq. ft. of temporary fill (sandbags and
fabric) for dewatering,
i. Source of fill material.
Approved commercial source or appropriate material from NCDOT
st�kpile.
4. OTHER FILL ACTMTIES
(Excluding Shoreline Stabilization)
a. (i) W ill fill material be brought to the site? ❑Yes ❑ No
If yes,
(ii) Amount of material to be placed in the water _
(iii) Dimensions of fill area
(iv) Purpose of fill
❑ This section not applicable
b. Length: 50 feet
Width: varies from 0-27 feet
d. Maximum distance waterward of NHW or NW L: 27 feet
(i) Has there been shoreline erosion during preceding 12
months?
�Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
The original stream bank has eroded landward up to 25 feet.
This was due partly to existing conditions at the end bent but
mainly due to the Hurricane Matthew event. The source of
erosion amount information is photos from a March 2016
structure safety report.
h. Type of fill material.
Class II riprap and fill dirt (sand).
� This section not applicable
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. W hat type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
If it is necessary to keep fill materiai on site it will be stored on high
ground with a perimeter of silt fence.
c. (i) Wiii navi ational aids be required as a result of the project?
❑Yes �No ❑NA
(ii) if yes, explain what type and how they will be implemented.
This project will require a mini excavator, a long-arm excavator,
and several dump trucks.
d. (i) W ill wetlands be crossed in transporting equipment to project
site? ❑Yes �No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
10/31 /2017 Date
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Onslow Bridge #54 Bank Stabilization
Project Name
Anneliese Westphal
Applicant Name
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� � � . � �' � 'A EXISTING EOT
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i� - i •� � JS MiT JURISDICTIONAL STREAM
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�' � � � NON-IMPACT RIP RAP + FILL
NC GRID ��_ f � � PLACMENT
NAD 83/200� -
� . � � ��� � PERMANENT SURFACE
'i � �� ,a �,' i 4 WATER IMPACTS
�' .
- � � �- ' 9 ,_6�' �' � TEMPORARY SURFACE
. � ' � �, ' ; � + �� a � WATER IMPACTS (DEWATERING)
r - _
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T�� �''
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� �' " ' STABIUZE DOWNSTREAM LEFT BANK
,- � '` - _ � � '+ � , ' � '�, �J+� �� � , i� A — � r � — � `' UNDER BRIDGE WITH CLASS II
�� ''� _ , �� � - �;r� � � - ' ' ' +' '�' � � _ � � RIP RAP STONE AND FILL
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" a ,� . } COUNTYo ONSLOW
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ON�SOW COUNTY - WEST OF RICH�ANDS
BRIDGE 54 ON SR 1231 (BANKS BRIDGE ROAD) 002 MI�ES N OF JUNCTION SR 1229
DOWNSTREAM CROSS-SECTION
1301
SCA�E
"=4' VERT CA�
"= 0' HOR ZONTA�
00 90 80
��a� ivo�
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w
m
1507
70 �0 50 40 30 20 0
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2
q
6
8
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12
14
16
18
20
22
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26
�EGEND
. EXISTING STRUCTURE (BRIDGE
EXISTING GUARDRAIL BLOCK
_ _ _ _ _ EXISTING GROUND LINE
❑ CLASS II RIP RAP + FILL
PERMANENT SURFACE
WATER IMPACTS
TEMPORARY SIJRFACE
WATER IMPACTS (DEWATERING)
NOTESo
NOTEc BRIDGE CROSS—SECTION MEASURMENTS
TAKEN FROM 2016 BRIDGE INSPECTION
SOUNDING. TOP OF RAIL IS SET TO 0.
FIELD BRIDGE SOUNDING MEASUEMENTS TAKEN
AT TIME OF SCOUR ARE REFLECTED IN THIS
CROSS—SECTION DRAWIN.
NOTE: CLASS II RIP RAP AND
FILL WILL PLACED ON A 2:1 SLOPE
DRAWN BYe C, DUSTIN
DATEa 10/17/2017
PREMIT DRAWINGo 2 OF 2
CHECKED BYo Aa WESTPHAL
PROJECT DESCRIPTIONa BRIDGE 54,
STABILIZE DOWNSTREAM LEFT BANK
UNDER BRIDGE WITH CLASS II RIP RAP
STONE AND FILL
COUNTYoONSLOW

Onslow Bridge 54 Adjacent Property Owners
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Address Points i;±; Single Wide �'; Restaurant Power Pole Parcels
Error(No Code) � Camper School Water Tap City Limits
� House Duplex , Church Advertising Sign COUNTY
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. Modular Poultry Farm Recreational c Major Roads JACKSONVILLE
� Double Wide Hog Farm Commercial Street Centerlines NORTH TOPSAIL BEACH
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2017

STATE OF NORTH CAROLINA
I� ''' 1 • '' '•' ` •
ROY COOPER
GovEttNox
October 31, 2017
Mr. Danny Humphrey
320 Luther Banks Rd.
Richlands, NC 28574
Dear Mr. Humphrey:
7AMES H. TROGDON, III
SECRETARY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation (NCDOT)
plans to stabilize the northern slope of Onslow County Bridge #54 to address recent erosion. This
bridge carries SR 1231 (Banks Bridge Road) over the New River. The attached plan sheets and
application depict the proposed construction. Please indicate your position or viewpoint on the
proposed project and return the completed form and any comments to: Mr. Stephen Lane, Division
of Coastal Management, 400 Commerce Ave., Morehead City, NC 28557 or call (252) 808-
2808.
Should you have objections, your comments must be received within 10 days of receipt of this notice.
No response within 10 days will be considered the same as no objection if you have been notified by
certified mail.
Sincerely,
Anneliese Westphal
Environmental Specialist, NCDOT — Division 3
I have no objection to the proposed project as described in this correspondence.
I have an objection to the project as presently proposed and have enclosed comments.
Signature
Print Name
Phone Number with Area Code
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-564'7
Telephone: [phone]
Fax: [phone]
C�tstonrer Service: 1-8�7-368-4968
Website: www.ncdot.gov
Date
Location:
5501 BARBADOS BOULEVARD
CASTLE HAYIVE, NC 28429-5647

STATE OF NORTH CAROLINA
DEPART�NT OF TRANSPORTATION
ROY COOPER
GOVERNOR
October 31, 2017
Mr. Roger M. Dixon
715 Gregory Fork Rd.
Richlands, NC 28574
Dear Mr. Dixon:
J�ES H. TxoGDON, III
SECRETARY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation (NCDOT)
plans to stabilize the northern slope of Onslow County Bridge #54 to address recent erosion. This
bridge carries SR 1231 (Banks Bridge Road) over the New River. The attached plan sheets and
application depict the proposed construction. Please indicate your position or viewpoint on the
proposed project and return the completed form and any comments to: Mr. Stephen Lane, Division
of Coastal Management, 400 Commerce Ave., Morehead City, NC 28557 or call (252) 808-
2808.
Should you have objections, your comments must be received within 10 days of receipt of this notice.
No response within 10 days will be considered the same as no objection if you have been notified by
certified mail.
Sincerely,
.�%�iw� �
Anneliese Westphal
Environmental Specialist, NCDOT — Division 3
I have no objection to the proposed project as described in this correspondence.
I have an objection to the project as presently proposed and have enclosed comments.
Signature
Print Name
Phone Number with Area Code
Maili�rg Address:
NC DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Date
Location:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

STATE OF NORTH CAROLINA
DEPARTIV�NT OF TRANSPORTATION
ROY COOPER
GOVERNOR
October 31, 2017
Mr. Robert Larosa
270 Banks Bridge Rd.
Richlands, NC 28574
Dear Mr. Larosa:
7AMES H. TROGDON, III
SECRETARY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation (NCDOT)
plans to stabilize the northern slope of Onslow County Bridge #54 to address recent erosion. This
bridge carries SR 1231 (Banks Bridge Road) over the New River. The attached plan sheets and
application depict the proposed construction. Please indicate your position or viewpoint on the
proposed project and return the completed form and any comments to: Mr. Stephen Lane, Division
of Coastal Management, 400 Commerce Ave., Morehead City, NC 28557 or call (252) 808-
2808.
Should you have objections, your comments must be received within 10 days of receipt of this notice.
No response within 10 days will be considered the same as no objection if you have been notified by
certified mail.
Sincerely,
t,��•C,l.�.-�. W
Anneliese Westphal
Environmentai Specialist, NCDOT — Division 3
I have no objection to the proposed project as described in this correspondence.
I have an objection to the project as presently proposed and have enclosed comments.
Signature
Print Name
Phone Number with Area Code
Mailiitg Add�-ess:
NC DEPARTMENT OP TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARSADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Teleplione: (910 341-2000
Fax: [phone]
Castomer Sei1>ice: 1-877-368-4968
Website: www.ncdot.gov
Date
Locatio»:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

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Attachment A
Photos of the northern bank (end bent 2) from a March 2016 Bridge report.

Structure: 660054 County: ONSLOW Date: 03/14/2016 Structure Photos
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WEST SIDE
WEST END OF BENT 1

Structure: 660054 County: ONSLOW Date: 03/14/2016 Structure Photos
BENT 2 BENT 1 SIMILAR

Photos of northern end bent (end bent 2) of existing conditions:
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