NCDOT 70-20 Smith Creek

Permit Class
NEW Permit Number
70-20
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commis o'
' i; ermit
for
X Major Development in an Area of En ironmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation,5501 Barbados Blvd, Castle Hayne, NC 28429
Authorizing development in New Hanover County at Smith Creek, Bridge No. 29 on SR 2812
(Castle Hayne Road) , as requested in the permittee's application dated 3/23/20, including the
attached workplan drawings (35): as referenced in Condition No. 1 of this permit.
This permit, issued on June 11,2020 , is subject to compliance with the application(where consistent
with the permit), all applicable regulations, special conditions and notes set forth below.Any violation of these terms may
be subject to fines, imprisonment or civil action;or may cause the permit to be null and void.
TIP No. B-4590,Bridge Replacement
1) Unless specifically altered herein, all work authorized by this permit shall be carried out in
accordance with the following attached workplan drawings (35): 7 dated 3/4/20, 1 dated 3/5/20, 13
dated 1/9/20, 2 dated as received 3/24/20, 1 dated 2/5/19, 3 dated 2/6/19, 1 dated 12/14/17, 1 dated
3/7/18, and 1 dated 1/2019, 2 dated 11/1/18, 1 dated 1/3/19, 1 dated 12/10/18, and 1 dated as received
3/30/20.
2) In accordance with commitments made by the permittee, and in order to protect anadromous fish,
including the federally-listed Shortnose and Atlantic Sturgeon,no in-water work shall take place
between February 1 to June 30 of any year without prior approval of the N.C. Division of Coastal
Management(DCM) in coordination with the appropriate resource agencies.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DEQ and the Chair
other qualified persons within twenty(20) days of the issuing of the Coastal Resources Commission.
date.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance. ____41/7414(A4.6"(frZ-
Any maintenance work or project modification not covered Braxton C. Davis, Director a
hereunder requires further Division approval. Division of Coastal Management
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
No expiration date,, pursuant to GS 136-44.7B
In issuing this permit, the State of North Carolina agrees .� s
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee
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N.C.Department of Transportation Permit No. 70-20
Page 2 of 6
ADDITIONAL CONDITIONS
3) In order to protect the endangered West Indian Manatee, Trichechus manatus, the permittee shall
implement the U.S. Fish& Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at http://www.fws.govinc-es/mammal/manatee guidelines.pdf.
4) All construction access shall be through the use of the existing bridge,temporary work platform, barges,
the partially constructed new bridge,temporary fill areas, construction mats, and/or existing high ground
areas.
5) In accordance with commitments made by the permittee,the low steel of the temporary work platform
shall be equal to or higher than the low steel of the existing bridge.
6) Barges shall be utilized only in areas of sufficient depth such that the barges avoid contact with the
bottom and do not rest on the bottom during periods of low water.
7) The installation and removal of piles for the new bridge, the existing bridge,the existing fender system,
and the temporary work platform, shall be accomplished by pile driving and/or the use of a vibratory
hammer and/or drilled shaft construction. Should the permittee and/or its contractor propose to utilize
another method of pile installation or removal, such as jetting, additional authorization from DCM shall
be required.
8) In accordance with commitments made by the permittee, when drilled shaft construction is
implemented, drill casings shall be installed outside of the in-water work moratorium, allowing work
within the casings to occur during the moratorium.
9) During drilled shaft construction, excavated material from the drilled shaft shall be removed from the
encasements directly into containment vessels.
10) No drill slurry or water that has been in contact with uncured concrete shall be allowed to contact waters
of the State or waters that will enter waters of the State. Drilling fluids shall be disposed of in an upland
disposal site. Water returning to the river shall be of sufficient quality so as to not pose a threat to
aquatic organisms or otherwise violate State water quality standards.
11) Pilings from the existing bridge,the temporary work platform, and the existing fender system, as well as
any remnant pilings from previous bridges, shall be removed in their entirety, except that if a piling
breaks during removal and cannot be removed in its entirety,the piling may be cut off flush with the bed
of the water body, and DCM shall be notified of each occurrence within one working day.
12) The existing bridge, fender system, and temporary work platform, including pilings, shall be removed in
their entirety within 90 days after they are no longer needed. However, if this timeframe occurs while
the moratorium referenced in Condition No. 2 of this permit is in effect, then the existing bridge, fender
system, and temporary work platform, including pilings shall be removed in their entirety within 90 days
of the moratorium end date.
13) No excavation or filling shall take place at any time in any vegetated wetlands or surrounding waters
outside of the alignment of the areas indicated on the attached workplan drawings, without permit
modification.
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N.C. Department of Transportation Permit No. 70-20
Page 3 of 6
ADDITIONAL CONDITIONS
14) All fill material shall be clean and free of any pollutants except in trace quantities.
15) Material excavated at the project site may be used in fill areas associated with the project once properly
dewatered or shall be removed from the site and taken to a high ground location.
16) All excavated materials shall be confined above normal high water level and landward of regularly or
irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent spillover of
solids or seepage of effluent into any wetlands or surrounding waters.
17) The temporary placement and double handling of any excavated or fill material within wetlands or
waters of the State is not authorized,with the exception of the authorized temporary impact areas.
18) The placement of rock plating and riprap shall be limited to the areas as depicted on the attached
workplan drawings. The rock plating and riprap material shall be clean and free from loose dirt or any
pollutant except in trace quantities. The rock plating and riprap material shall consist of clean rock or
masonry materials, such as but not limited to, granite,marl, or broken concrete. It shall be of a size
sufficient to prevent its movement from the approved alignment by wave or current action.
19) All reasonable efforts shall be made to contain all debris and excess materials associated with
construction and demolition of the new bridge,the existing bridge and existing fender system, and the
temporary work platform,with the intent that materials/debris do not enter wetlands or waters of the
State, even temporarily.
20) Any waste materials or debris generated in the authorized construction and demolition activities shall be
disposed of at an approved upland site or shall be recycled in an environmentally appropriate manner
provided appropriate authorizations are obtained from any relevant state,federal,or local authorities.
21) The demolition plan for removal of the existing bridge structure and existing fender system shall be
submitted to DCM for review and approval prior to commencement of the demolition activities.
22) Uncured concrete shall not be allowed to contact waters of the State, or water that will enter waters of
the State.
23) Construction staging areas shall be located only in upland areas,and not in wetlands or waters of the
State.
24) Bridge deck drains shall not directly discharge into open waters and shall not cause erosion of adjacent
wetlands.
Impacts to Wetlands and Waters of the State
NOTE: This project will permanently impact approximately 2,845 square feet of wetlands due to fill,
including approximately 886 square feet of Coastal Wetlands and 1,959 square feet of 404
Wetlands. This project will permanently impact approximately 842 square feet of Coastal
Wetlands due to excavation in order to restore the Coastal Wetlands to a natural elevation. F
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N.C. Department of Transportation Permit No. 70-20
Page 4 of 6
ADDITIONAL CONDITIONS
NOTE: This project will temporarily impact approximately 268 square feet of 404 Wetlands due to fill
• from temporary piles and will temporarily impact approximately 4,792 square feet of wetlands
•
due to hand clearing, including approximately 4,167 square feet of Coastal Wetlands and
approximately 625 square feet of 404 Wetlands.
NOTE: This project will permanently impact approximately 75 square feet of surface waters. This
project will temporarily impact approximately 9,322 square feet of surface waters due primarily
to removal of the existing swing span and associated fender system.
25) Wetland areas to be temporarily impacted by hand clearing shall not be grubbed. There shall be no
clearing of wetlands outside of the areas indicated on the attached workplan drawings without prior
approval from DCM.
26) No impacts to wetlands or waters of the State due to mechanized clearing are authorized by this permit
without prior approval from DCM.
27) Construction mats shall be utilized to support equipment within wetland areas to minimize temporary
wetland impacts. These mats shall be removed immediately following project completion.
28) The permittee shall minimize the need to cross wetlands in transporting equipment to the maximum
extent practicable.
29) Any voids in Coastal Wetlands or shallow bottom habitat caused by the removal of the temporary p ary work
platform, and/or temporary fill areas, shall be restored to the elevation of the pre-existing conditions
with suitable material. The permittee shall notify DCM's Transportation Project Field Representative in
Morehead City to provide DCM with an opportunity to inspect the material for suitability prior to
backfilling.
30) Due to the possibility that compaction, shading, hand clearing, and/or other site alterations might
prevent the temporary Coastal Wetland impact areas from re-attaining pre-project wetland functions, the
permittee shall provide an annual update on the Coastal Wetland areas temporarily impacted by this
project. This annual update shall consist of photographs and a brief written report on the progress of
these temporarily impacted areas in re-attaining their pre-project wetland functions. The permittee shall
schedule a meeting with DCM to verify the extent and location of temporary impacts upon project
completion. Within three years after project completion,the permittee shall hold another agency field
meeting with DCM to determine if the Coastal Wetland areas temporarily impacted by this project have
re-attained pre-project wetland functions. If at the end of three years DCM determines that the Coastal
Wetland areas temporarily impacted by the project have not re-attained pre-project wetland functions,
DCM will determine whether compensatory wetland mitigation shall be required.
Historic and Cultural Resource Protection
31) The permittee shall adhere to stipulations contained within the Memorandum of Agreement dated March
26, 2020 among the Federal Highway Administration,the North Carolina State Historic Preservation
Officer, and the N.C. Department of Transportation for TIP No. B-4590.

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N.C. Department of Transportation Permit No. 70-20
Page 5of6
ADDITIONAL CONDITIONS •
Utility Impacts
NOTE: Construction of the new bridge will also require relocation of telecommunication, electric, and
water utilities, including a new directional drill for the fiber optic utility under Smith Creek.
32) The authorized utility work shall not result in any permanent impacts to wetlands or waters of the State,
without permit modification.
33) In accordance with the workplan drawings, the height of the temporary power and fiber optic aerial
cables spanning Smith Creek shall be a minimum of 28 feet above mean high water.
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34) Any utility work associated with this project that is not specifically depicted on the attached workplan
drawings, or described within the attached permit application, shall require approval from DCM, either
under the authority of this permit, or by the utility company obtaining separate authorization
35) Any waterline relocation or other alterations to the public water supply system shall be approved by the
N.C. Public Water Supply Section prior to water system alteration.
NOTE: In accordance with comments received from the N.C. Public Water Supply Section,please be
aware of separation requirements for water/sewer according to 15A NCAC 18C Section .0906
Rules Governing Public Systems and check with the local water system for cross-connection
requirements for this project. N.C. Public Water Supply Section guidelines are listed in
Appendix B, Figure 2 in the Rules Governing Public Water Systems but the water system may
have additional requirements.
Sedimentation and Erosion Control
36) Turbidity curtains shall be used where practicable to isolate all in-water work areas from the adjacent
waters of Smith Creek, including but not limited to the existing bridge removal and fender system
removal,pile installation,pile removal, excavation,and placement of riprap within or adjacent to surface
waters. The turbidity curtains shall encircle the immediate work area,however, they shall not impede
navigation. The turbidity curtains shall be properly maintained and retained in the water until
construction is complete and shall only be removed when turbidity within the curtains reaches ambient
levels.
37) This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and the
N.C. Department of Transportation's (NCDOT's)Memorandum of Agreement with the N.C. Division of
Energy, Mineral and Land Resources.
38) In order to protect water quality,runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
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N.C. Department of Transportation Permit No. 70-20
Page 6 of 6
ADDITIONAL CONDITIONS
General
39) During construction and demolition, the permittee shall make every attempt to allow the same
navigation that is currently possible in Smith Creek, upstream and downstream of the existing bridge. If
this is not possible, then adequate notice shall be provided to the public that navigation will be limited
during construction. The notice shall include an estimate of the amount of time that the limited
navigation will occur.
40) No attempt shall be made by the permittee to prevent the use by the public of all navigable waters at or
adjacent to the authorized work following completion of construction.
41) The permittee shall install and maintain, at its expense, any signal lights and signals prescribed by the
U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further information,
the permittee should contact the U.S. Coast Guard Marine Safety Office. At a minimum,permanent
reflectors shall be attached to the structure to make it more visible during hours of darkness or inclement
weather.
42) The permittee shall exercise all available precautions in the day-to-day operation of the facility to
prevent waste from entering the adjacent wetlands and waters of the State
43) If it is determined that additional permanent and/or temporary impacts are necessary that are not shown
on the attached workplan drawings or described in the authorized permit application,a permit
modification and/or additional authorization from DCM may be required. In addition, any changes in
the approved plan may also require a permit modification and/or additional authorization from DCM.
The permittee shall contact a representative of DCM prior to commencement of any such activity for
this determination and any permit modification.
44) Development authorized by this permit shall only be conducted on lands owned by the N.C. Department
of Transportation(NCDOT), appropriate utility entities,and/or their Right-of-Ways and/or easements
and/or similar legal instruments.
45) The permittee and/or its contractor shall contact the DCM Transportation Project Field Representative in
Morehead City to request a preconstruction conference prior to project initiation.
46) The N.C. Division of Water Resources (DWR)authorized the proposed project on 4/2/20 (DWR Project
No. 20200393) under General Water Quality Certification Nos. 4132 and 4133. Any violation of the
Certification approved by DWR shall be considered a violation of this CAMA permit.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
Number 3 and Nationwide Permit Number 12 (COE Action ID No. SAW-2015-00958), which
were issued on 3/31/20.
NOTE: This permit does not eliminate the need to obtain any additional permits, approvals or
authorizations that may be required.
NOTE: An application processing fee of$475 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of DWR.

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STATE OF NORTH^^��� CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H.TROGDON,III
GOVERNOR SECRETARY
March 23, 2020
NC Dept.of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City,NC 28557
ATTN: Mr. Stephen Lane
NCDOT Coordinator
Subject: Application for CAMA Major Permit,USACE Nationwide Permits 3 and 12,and
NCDWR Water Quality Certifications 4132 and 4133 for the Proposed Replacement
of Bridge No.640029 over Smith Creek on SR 2812(Castle Hayne Road)in New
Hanover County,North Carolina;TIP No. B-4590;Federal Aid Project No.BRNHS-
117(5); Debit permit fees from WBS No.38420.1.2
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace the existing 248-foot
bridge no. 2640029 with a 263-foot three-span bridge on the existing alignment. The purpose of this
letter is to request approval for a Coastal Area Management Act(CAMA)Major Development Permit. In
addition to this cover letter and CAMA MP 1 and 5 Forms, this application package includes CAMA
adjacent landowner notifications, stormwater management plan, permit impact drawings(including utility
relocation plans),and half size roadway plans.
Construction of this project also requires the following approvals: Clean Water Act (CWA) Section 404
Nationwide Permit 14, Section 401 Water Quality General Certification 4135, U.S. Army Corps of
Engineers (USACE) Section 408, and Rivers and Harbors Act (RHA) Section 10. An electronic Pre-
Construction Notification (PCN) has been submitted to the USACE and the NC Division of Water
Resources to request these approvals.
1.0 Purpose and Need
As identified in the September 2018 Categorical Exclusion (CE), the need for the proposed action is to
replace a structurally deficient, functionally obsolete bridge. NCDOT Bridge Management Unit records
indicate Bridge No. 29 was constructed in 1931 and reconstructed in 1962. It has a sufficiency rating of
25.89 out of a possible 100 for a new structure. The bridge is considered structurally deficient due to a
substructure condition appraisal of 4 out of 9 and a superstructure appraisal of 4 out of 9 according to
Federal Highway Administration(FHWA)standards.
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 5501 BARBADOS BLVD.
HIGHWAY DIVISION 3 CASTLE HAYNE,NC 28429
5501 BARBADOS BLVD. Website:www.ncdot.gov
CASTLE HAYNE,NC 28429

TIP B-4590 Page 2
March 23, 2020
2.0 Project Description
The proposed structure will be constructed on the current bridge alignment, with an off-site detour during
construction. The bridge will be lengthened approximately 15 feet, and the area under the new bridge
spans will be graded to match adjacent floodplain wetland elevation and vegetated. The existing bridge
and fender system will be removed using NCDOT Bridge Demolition protocols, and a temporary work
platform will be constructed to access the structure for demolition and construction of the new bridge.
The low steel of the temporary work platform will be equal to or higher than that of the existing bridge.
Existing utilities are present adjacent to the project, but most will remain in place. Minor water line
relocations will be required to construct the project (see attached utility plans). This includes an open
trench relocation of a 12-inch water line. The trench will encroach slightly into the CAMA AEC buffer at
Station 19+65, and tie into the existing line outside jurisdictional streams and wetlands. A Century Link
cable will be bored under Smith Creek at an elevation at least 20 feet below the stream bed. No impacts
to wetlands or open water are anticipated to result from any of the utility relocations.
The US Coast Guard has issued an Advanced Approval of this project, as the current swing bridge
structure is permanently closed. The proposed bridge matches the low chord of the existing structure.
3.0 Summary of Impacts& Mitigation
Permanent impacts are anticipated to coastal wetlands (886 square feet), Section 404 wetlands (0.04
acres) and estuarine waters (less than 0.01 acre). Temporary impacts related to removal of the fender
system and hand clearing(no grubbing) are anticipated to wetlands (0.10 acre) and estuarine waters (0.2
acres). There will also be some excavation in coastal wetlands (842 square feet) for the purpose of
pulling back the existing fill slopes that will not be needed for the proposed structure to match the
adjacent wetland elevation.
Due to the minimal amount of wetland impact, no compensatory mitigation is proposed, however the
areas under the extended bridge length(0.02 acre) will be graded to match adjacent wetland per NCDOT
standards.
4.0 Project Schedule
The anticipated let date for this project is April 2021, with construction scheduled to begin in June 2021
to maximize the construction window outside the prescribed moratorium discussed below. Adjacent
riparian landowner notices have been sent out, and the certified mail receipts will be forwarded to you
upon arrival.
5.0 NEPA Document Status
A Type IA Categorical Exclusion was signed on September 7, 2018. Per the agreements documented in
the CE,NCDOT is committing to the following:
- In-water construction will be performed between July 1 and February 15 to avoid impact to West
Indian manatee and Atlantic sturgeon. Construction activity at or below the mean high water
elevation within Smith Creek, including adjacent inundated wetlands, will not be allowed during
this period. Drill casings will be installed prior to in-water work moratorium, allowing work
within the casings to occur during the moratorium. If pilings are required within the water column

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TIP B-4590 Page 3
March 23, 2020
for a temporary work trestle to access the drill shafts, they will be installed prior to the in-water
work moratorium.
- The US Coast Guard provided Advanced Approval of this project, as the current swing bridge is
permanently closed. The proposed grade was raised 2.7 feet to meet the current low chord and
retain public recreational use under the bridge.
- The current bridge was considered eligible for the National Register of Historic Places, and a
Memorandum of Agreement will be signed by NCDOT and the State Historic Preservation
Office. Please refer to Section 9.0 for more information.
6.0 Resource Status& Impacts
The project is located in the Cape Fear River Basin and lies within the USGS Hydrologic Unit 03030007.
The project crosses Smith Creek(NCDEQ Index No. 18-74-63)which is classified as C;Sw.
Wetland delineations were performed using the 1987 U.S. Army Corps of Engineers (USACE) Wetland
Delineation Manual and the USACE 2010 Regional Supplement for the Atlantic and Gulf Coastal Plain
Region. Results of the wetland delineation were reported in the February 2017 Natural Resources
Technical Report (NRTR). The final design avoids and minimizes wetland impacts to the maximum
extent practical.
Impacts to 404 and CAMA jurisdictional wetlands as well as surface waters for B-4590 are presented in
the Wetland Impact Summary Table attached with the permit impact sheets.
Proposed permanent impacts include fill impacts to 0.02 acre (886 square feet) of CAMA jurisdictional
coastal wetlands for the placement of roadway fill. Permanent fill impacts to 404 riparian wetlands consist
of less than 0.04 acre(1,959 square feet). No mechanized clearing is anticipated in wetlands.
Proposed permanent impacts to surface waters are less than 0.01 acre (75 square feet) to construct the
proposed bridge bents.
Excavation of 0.03 acre of wetland is required to extend the bridge length and tie in the current roadway
footprint to match adjacent wetlands. Hand clearing for construction access will temporarily impact 0.10
acre of coastal wetland and less than 0.01 acre of 404 wetland.
There will be 0.20 acres of temporary surface water impacts to Smith Creek due to the work platform,
bridge construction,and existing bridge demolition.
No impacts to jurisdictional resources are anticipated to result from utility relocation.
8.0 Protected Species
The United States Fish and Wildlife Service (USFWS) and National Marine Fisheries Service (NMFS)
list 16 federally protected species for New Hanover County as of the June 27,2018 listing(Table 1).

I I
TIP B-4590 Page 4
March 23, 2020
Table 1.Federally Protected Species in New Hanover County
Federal Biological
Scientific Name Common Name Status Habitat Conclusion
Alligator mississippiensis American alligator T(S/A) Yes N/A
Chelonia mydas Green sea turtle T No No Effect
Eretmochelys imbricate Hawksbill sea turtle E No No Effect
Lepidochelys kempii Kemp's ridley sea turtle E No No Effect
Dermochelys coriacea Leatherback sea turtle E No No Effect _
Caretta Caretta Loggerhead sea turtle T No No Effect
Myotis septentrionalis Northern long-eared bat T Yes MALAA
Charadrius melodus Piping plover T No No Effect
Picoides borealis Red-cockaded woodpecker E No No Effect
Calidris canutus rufa Red knot T No No Effect
Acipenser oxyrinchus Atlantic Sturgeon E Yes MANLAA
Acipenser brevirostrum _ Shortnose Sturgeon E Yes MANLAA
Trichechus manatus West Indian manatee E Yes MANLAA
Thalictrum cooleyi Cooley's meadowrue E No No Effect
Carex lutea Golden sedge E No No Effect
Lysimachia asperulaefolia Rough-leaved loosestrife E No No Effect
Amaranthus pumilus Seabeach amaranth T No No Effect
E=Endangered,T=Threatened,T(S/A)=Threatened(Similarity of Appearance),T=Threatened,MANLAA=May Affect,Not Likely to
Adversely Affect,MALAA=May Affect,Likely to Adversely Affect,N/A=Not Applicable.
Biological conclusions were presented in the February 2017 Natural Resources Technical Report for the
project. The proposed moratorium from February 15 to June 30 satisfies Section 7 requirements of the
NMFS for Atlantic sturgeon, Shortnose sturgeon, and West Indian manatee per the commitments
documented in the CE.
Since the NRTR was prepared, the USFWS has added the northern long-eared bat to the list of potential
species in New Hanover County NC. The USFWS has developed a programmatic biological opinion
(PBO) in conjunction with the Federal Highway Administration, the US Army Corps of Engineers and
NCDOT for the northern long-eared bat(NLEB) (Myotis septentrionalis) in eastern North Carolina. The
PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities.
The programmatic determination for NLEB for the NCDOT program is"May Affect,Likely to Adversely
Affect."The PBO provides incidental take coverage for NLEB and will ensure compliance with Section 7
of the Endangered Species Act for five years for all NCDOT projects with a federal nexus in Divisions 1-
8,which includes New Hanover County.
In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered, and
removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This delisting took
effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act(Eagle Act) (16 U.S.C.
668-668d)became the primary law protecting bald eagles. A desktop-GIS assessment of the project study
area, as well as the area within a 1.13-mile radius (1.0 mile plus 660 feet) of the project limits, was
performed on February 11, 2015 using 2014 and 2015 color aerials. Smith Creek and the nearby Cape
Fear River are water bodies large enough and are sufficiently open to be considered potential feeding
sources. A survey of the study area and areas adjacent to the study area was not conducted, however no
individuals were observed during field visits. A review of the NCNHP database on February 19, 2015
revealed no known occurrences of this species within 1.0 mile of the project study area. It has not been
determined whether this project will affect this species.

TIP B-4590 Page 5
March 23, 2020
9.0 Cultural Resources
The existing bridge was determined eligible for the National Register of Historic Places. A Memorandum
of Understanding between NCDOT and the State Historic Preservation Office is being developed.
10.0 FEMA Compliance
The project has been coordinated with appropriate state and local officials and the Federal Emergency
Management Agency(FEMA)to assure compliance with FEMA, state,and local floodway regulations.
11.0 Mitigation Options
The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, and to provide mitigation of all remaining, unavoidable jurisdictional
impacts.
All jurisdictional features were delineated, field verified and surveyed within the corridor for B-4590 as
described above. Using these surveyed features, preliminary designs were adjusted to avoid and/or
minimize impacts to jurisdictional areas. NCDOT employs many strategies to avoid and minimize
impacts to jurisdictional areas in all of its designs. Many of these strategies have been incorporated into
BMP documents that have been reviewed and approved by the resource agencies and which will be
followed throughout construction. All wetland areas and environmental sensitive areas (ESA) not
affected by the project will be protected from unnecessary encroachment. Individual avoidance and
minimization measures include the following:
11.1 Design Measures
• Span lengths were maximized and the bridge extended to provide additional flood passage and flood
plain.
• Side slopes have been reduced from 3:1 to 2:1,which reduced wetland impacts from 0.11 acre to 0.05
acre.
• No deck drains or direct discharge to surface waters is proposed. Stormwater will be routed to four
catch basins,and riprap pads will dissipate energy from storm flows.
11.2 General Construction Measures
• No staging of construction equipment or storage of construction supplies will be allowed in wetlands
or AECs.
• A temporary work platform is proposed to access the project, but will not span the entire Smith
Creek,allowing boat passage to continue uninterrupted during construction.
• Sediment and erosion control measures shall adhere to the Design Standards in Sensitive Watersheds
during construction of the project.
• Special Sediment Control Fence and Environmentally-Sensitive Area fencing will be used were
applicable.
• No mechanized clearing in wetlands is proposed to reduce impact to wetlands.
• No dredging is proposed.
• Turbidity curtains will be utilized to isolate in water work areas from surrounding waters at all times
during construction.
• Passage upstream and downstream will not be impaired or blocked at any time during construction.
• To ensure that all borrow and waste activities occur on high ground, except as authorized by permit,
the NCDOT shall require its contractors to identify all areas to be used to borrow material, or to
dispose of dredged, fill or waste material. Documentation of the location and characteristics of all

TIP B-4590 Page 6
March 23, 2020
borrow and disposal sites associated with the project will be available on request.
11.3 Demolition Measures
• NCDOT will adhere to Best Management Practices for Construction and Maintenance Activities.
• Demolition of the existing bridge and fender system will be accomplished through top-down and/or
work platform access.
• Non-shattering methods will be implemented(no explosives)for bridge removal.
• No bridge deck or substructure components will be dropped in the water.
• Existing bridge piles in the navigation channel will be removed completely,unless not practicable.
• A demolition plan will be finalized by the selected contractor. The final demolition plan will also be
approved by NCDOT and provided to permitting agencies for review prior to implementation.
• Once removed, bridge elements will be transported to a permitted disposal facility to be identified by
the selected contractor and approved by NCDOT.
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible
as described above. Unavoidable jurisdictional wetland impacts will be offset by the restoration of
wetland flood plain adjacent and under the proposed bridge as shown in the attached plans.
12.0 Regulatory Approvals
NCDOT requests that the proposed work be authorized under a Coastal Area Management Act Major
Development Permit, USACE Nationwide Permits 3 and 12, as well as NCDWR General Certifications
4132 and 4133. The Certified Mail records for each adjacent riparian landowner are provided with this
permit application. The return receipts will be forwarded once they have been received. Authorization to
debit the$475 Permit Application Fee from WBS 38420.1.2 is hereby given.
A copy of this permit application and its distribution list will be posted on the NCDOT website at:
http://xfer.services.ncdot.gov/pdea/PermApps/.
If you have any questions regarding this information,please contact me at(910)341-2036 or
[e-mail].
Sincerely,
Digitally signed by Mason
Herndon
77
arm / Date:2020.03.23 09:44:56
-04'00'
Mason Herndon
Division Environmental Officer
cc: Brad Shaver, USACE Wilmington
Joanne Steenhuis,NCDWR
Kristi Lynn Carpenter,NCDWR

Brittingham, Cathy
From: Lane, Stephen
Sent: Monday, April 20, 2020 4:04 PM
To: Brittingham, Cathy
Subject: FW: B-4590 Moratorium
FYI.
From: Herndon,T. Mason<[e-mail]>
Sent:Tuesday, March 31, 2020 1:13 PM
To:Shaver, Brad <[e-mail]>;Steenhuis,Joanne<[e-mail]>; Lane,Stephen
<[e-mail]>
Subject: B-4590 Moratorium
All
There is an error in the application cover letter for B-4590. The application states that in Section 5.0 "In-water construction will
be performed between July 1 and February 15 to avoid impacts to West Indian Manatee and Atlantic Surgeon." The actual dates
for the moratorium for sturgeon is February 1-June 30, so in-water work will be performed between July 1 and January 31. The
moratorium dates listed in Section 8.0, should also be February 1—June 30. The incorrect dates were taken from the CE
document. The Green Sheet will be revised and included in the final permit package.
Thanks!
Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways
910-341-2036 office
910-604-0050 mobile
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429
r f
.4if
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1

r!-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name r Project Name(if applicable)
Ncdot Division Three TIP B-4590
Applicant 1: First Name MI Last Name
Mason Herndon
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 Blvd Castle Hayne NC
ZIP Country Phone No. FAX No.
28429 USA 910-341 -2036 ext. -
Street Address(if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/Contractor 1: First Name MI Last Name
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1 Phone No. 2
ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
Email
<Form continues on back>
252-808-2808 .. 1-888-4RCOAST www.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County(can be multiple) Street Address State Rd.#
New Hanover Castle Hayne Road NC 133
Subdivision Name City State Zip
Wilmington NC 28401 -
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
Cape Fear Smith Creek
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 Northeast Cape Fear River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
®Yes ❑No work falls within.
City oflmington
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
399 ft N/A
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
N/A, NWL(normal water level)
(If many lot sizes,please attach additional page with a list) 10 feet ®NHW or❑NWL
e. Vegetation on tract
Mowed roadside, brackish marsh consisting of marsh grasses, saltmeadow cordgrass, giant cordgrass, and narrowleaf
cattails, and some forestland.
f. Man-made features and uses now on tract
Bridge No. 640029 and NC 133
g. Identify and describe the existing land uses adjacent to the proposed project site.
Industrial and open marsh/forest
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Industrial/Light Industrial (Attach zoning compliance certificate,if applicable)
❑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? NCDOT
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 El No
(ii)Are there coastal wetlands 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.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ['Commercial ®Public/Government
❑Private/Community
b. Give a brief description of purpose,use,and daily operations of the project when complete.
The need for the proposed action is to replace a structurally deficient,functionally obsolete bridge. NCDOT Bridge
Management Unit records indicate Bridge No. 29 was constructed in 1931 and reconstructed in 1962. It has a sufficiency
rating of 25.89 out of a possible 100 for a new structure. The bridge is considered structurally deficient due to a substructure
condition appraisal of 4 out of 9 and a superstructure appraisal of 4 out of 9 according to Federal Highway Administration
(FHWA)standards.
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 proposed structure will be constructed on the current bridge alignment, while utilizing an off-site detour. Existing
structures will be removed using NCDOT Bridge Demolition protocols. Typical highway and bridge construction vehicles and
equipment will be used including, but not limited to dump trucks, cranes, graders, and bull dozers. Storage and staging areas
will be located in uplands.
d. List all development activities you propose.
Removal of the existing bridge and fender system. Installation of the new bridge. Grading, paving, clearing, ditch work,
excavation and fill associated with the roadway and bridge work.
e. Are the proposed activities maintenance of an existing project,new work,or both? Maintenance/replacement of existing
structures.
f. What is the approximate total disturbed land area resulting from the proposed project? 1.34 ❑Sq.Ft or®Acres
g. Will the proposed project encroach on any public easement,public accessway or other area ®Yes [No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Stormwater runoff of the existing bridge discharges directly into the water by running off the side of the bridge below barrier
rail along the full length of the bridge. The proposed bridge will have no direct discharge into the water as stormwater will be
directed away from the surface water through new pipe outlets. the proposed pipe outlets have catch basins and rip rap
pads to dissipate energy before entering adjacent wetlands and uplands as shown on the attached plans.
i. Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No DNA
If yes,will this discharged water be of the same salinity as the receiving water? Dyes ®No DNA
j. Is there any mitigation proposed? Oyes ®No DNA
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 Information
In addition to this completed application form, (MP-1)the following items below,if applicable,must be submitted in order for the application
package to be complete. Items(a)—(I)are always 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. Please 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 have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See attached list. 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 applicable.
i. Wetland delineation,if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance 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 knowledge.
Date 3/23/2020 Print Name Mason Herndon
Signature 7 '"- o'---
Please indicate application attachments pertaining to your proposed project.
EIDCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
EDCM MP-3 Upland Development
❑DCM MP-4 Structures Information
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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. Please include all supplemental information.
1. BRIDGES ❑This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ®Public/Government ❑Private/Community Smith Creek
c. Type of bridge(construction material): d. Water depth at the proposed crossing at NLW or NWL:
1@70'; 1@102', 1@91'54"Girder Bridge —25' NWL
e. (i)Will proposed bridge replace an existing bridge? ®Yes ENo f. (i)Will proposed bridge replace an existing culvert? Dyes No
If yes, If yes,
(ii)Length of existing bridge: 248' (ii)Length of existing culvert:
(iii)Width of existing bridge: 32.3' (iii)Width of existing culvert:
(iv)Navigation clearance underneath existing bridge: 7.5 ft (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bridge be removed? NWL:
(Explain) Yes-all of the existing structure will be (v)Will all,or a part of,the existing culvert be removed?
removed using standard NCDOT practices for bridge (Explain)
demolition.
g. Length of proposed bridge: 263' h. Width of proposed bridge: 42.1'
i. Will the proposed bridge affect existing water flow? ®Yes ❑No j. Will the proposed bridge affect navigation by reducing or
If yes,explain: The existing water flow will become less increasing the existing navigable opening? ®Yes ❑No
restricted as the proposed bridge has a larger span If yes,explain: The current structure is a swing bridge that
over the water, and the existing fender system will can allow any sized vessel to pass. However,the swing
be removed. bridge is not in use.The proposed structure will have an
estimated passage height of 8.0 feet above NHW.
k. Navigation clearance underneath proposed bridge: 8.0' I. Have you contacted the U.S.Coast Guard concerning their
approval? EYes ❑No
If yes,explain: Advanced approval from USCG is attached.
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: N/A
waters? Oyes No
If yes,explain:
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
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Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
< Form continues on back>
c. Type of culvert(construction material):
d. (i)Will proposed culvert replace an existing bridge? e. (i)Will proposed culvert replace an existing culvert?
Oyes ❑No Oyes ❑No
If yes, If yes,
(ii)Length of existing bridge: (ii)Length of existing culvert(s):
(iii)Width of existing bridge: (iii)Width of existing culvert(s):
(iv)Navigation clearance underneath existing bridge: (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bridge be removed? NWL:
(Explain) (v)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 NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? Oyes ❑No
❑Yes ❑No
If yes,explain: If yes,explain:
3. EXCAVATION and FILL ❑This section not applicable
a. (i)Will the placement of the proposed bridge or culvert require any b. (i)Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? Oyes No excavation within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be excavated: feet affected.
(iii)Avg.width of area to be excavated: ®CW 842 ❑SAV ❑SB
(iv)Avg.depth of area to be excavated: OWL ❑None
(v)Amount of material to be excavated in cubic yards:
(ii)Describe the purpose of the excavation in these areas:
Excavation in coastal wetland areas is occuring in order
to pull back the existing fill slopes that will not be
needed for the proposed structure.
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Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
c. (i)Will the placement of the proposed bridge or culvert require any
high-ground excavation? EYes ❑No
If yes,
(ii)Avg.length of area to be excavated: 22 ft
(iii)Avg.width of area to be excavated:88 ft
(iv)Avg.depth of area to be excavated: 5 ft
(v)Amount of material to be excavated in cubic yards: 360
d. If the placement of the bridge or culvert involves any excavation,please complete the following:
(i) Location of the spoil disposal area: Approved NCDOT waste disposal site.
(ii)Dimensions of the spoil disposal area: To be determined
(iii)Do you claim title to the disposal area? ❑Yes No (If no,attach a letter granting permission from the owner.)
(iv)Will the disposal area be available for future maintenance? ®Yes ❑No
(v)Does the disposal area include any coastal wetlands/marsh(CW),submerged aquatic vegetation(SAVs),other wetlands(WL),or shell
bottom(SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked,give dimensions if different from(ii)above.
(vi)Does the disposal area include any area below the NHW or NWL? ? ❑Yes No
If yes,give dimensions if different from(ii)above.
e. (i)Will the placement of the proposed bridge or culvert result in any f. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to fill(other than excavated material described in Item d above)to
be placed below NHW or NWL? EYes ❑No be placed within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be filled: 4' feet affected.
(iii)Avg.width of area to be filled:4' ECW 886 ❑SAV ❑SB
(iv)Purpose of fill: Installation of bridge piles(75.4 sq. ft) EWL 1,959 ❑None
(ii)Describe the purpose of the excavation in these areas:
Roadway embankments and riprap dissipater pads
g. (i)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 high-ground? EYes ❑No
If yes,
(ii)Avg.length of area to be filled: 650'
(iii)Avg.width of area to be filled:20'
(iv)Purpose of fill: Construction of road shoulders and
slopes(975 Cu. yd.)
4. GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yes ❑No detour structures? ❑Yes No
If yes,explain: Water line and overheard power line If yes,explain:
relocation will be required. Century Link cable will be
bored under Smith Creek.
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Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
If this portion of the proposed project has already received
approval from local authorities,please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes,complete Form DCM-MP-2. NCDOT Sediment and Erosion Control BMPs
e. What type of construction equipment will be used(for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline,backhoe,or hydraulic dredge)?
❑Yes No
Crane,dump truck,excavator, pile driver, and other If yes,explain steps that will be taken to avoid or minimize
standard construction equipment. environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ['Yes No
If yes,complete form MP-2,Section 3 for Shoreline
Stabilization only.
3/23/2020
Date
B-4590
Project Name
Mason Herndon
Applicant
Name
Applicant Signature
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U.S. Department of Commander 431 Crawford Street
Homeland Security /I=\ United States Coast Guard Portsmouth,VA 23704-5004
J Fifth Coast Guard District Staff Symbol: dpb
United States Phone:[phone]
Fax:[phone]
Coast Guard Email:
Michael.R.Thor0000dCaf usca.mii
•
•
0 16591
24 OCT 2018
Mr. Christopher Rivenbark
North Carolina Department of Transportation
•
1598 Mail Service Center
Raleigh,NC 27699-1598
Dear Mr.Rivenbark: •
Coast Guard review of your proposed project as provided in a letter dated October 19,2016,
from Mr. Robert Deaton,with North Carolina Department of Transportation,an email dated
December 8, 2017, from Mr. Matthew Potter, with AECOM;and your letter dated June 7,2018,
•
is complete.
Based on the documentation provided and our research, it is determined that a Coast Guard
bridge permit will not be required for the proposed highway fixed bridge—SR 2812 (S 117-
S 133/Castle Hayne Road) over Smith Creek, mile 1.5, near Wilmington,New Hanover,NC.
The project will be placed in our Advance Approval category as per Title 33 Code of Federal
Regulations Part 115.70. This Advance Approval determination is for the location and structure
described above and is valid for five years from the date of this letter. The following
conditions apply to this determination:
a. If the construction project on the above bridge does not commence within this time, you
must contact this office for reaffirmation of this determination.
b. Future bridge projects along the above waterway will have to be independently evaluated
before they may be considered for placement in the Advance Approval category. This
includes modification,replacement and removal of the above bridge, following its initial
construction.
c. Following initial bridge construction,the bridge owner should submit bridge maintenance
project plans to this office at least 30 days (preferably 90 days)prior to work
commencing on or over the navigable waterway. Please see enclosure (1).
The fact that a Coast Guard bridge permit is not required does not relieve you of the
responsibility for compliance with the requirements of any other Federal, State, or local agency
who may have jurisdiction over any aspect of the project. Although the project will not require a
bridge permit, other areas of Coast Guard jurisdiction apply. The following conditions apply
concerning construction of the above bridge:
a. You or your contractor must notify this office at least 30 days(preferably 90 days)in
advance of the start of construction and any other work which may be an obstruction to

16591
24 OCT 2018
navigation, so we may issue and update the information in our Local Notice to Mariners
and monitor the project. The notice should include details of the project as described in
enclosure (1).
•
b. At no time during the project will the waterway be closed to navigation without the prior
notification and approval of the Coast Guard. The bridge owner or contractor is required
• to maintain close and regular contact with Coast Guard Sector North Carolina at(910)
772-2227 or Joshua.P.Orourke@,uscg.mil to keep them informed of activities on the
waterway.
c. The lowest portion of the superstructure of the bridge across the waterway should clear
the 100-year flood height elevation, if feasible.
d. In addition,the requirement to display navigational lighting at the aforementioned bridge
is hereby waived,as per Title 33 Code of Federal Regulations, Part 118.40(b). This
waiver may be rescinded at any time in the future should nighttime navigation through
the proposed bridge be increased to a level determined by the District Commander to
warrant lighting.
The National Ocean Service (NOS)of the National Oceanic and Atmosphere Administration
(NOAA) is responsible for maintaining the charts of U.S. waters;therefore,they must be notified
of this proposed work. You must notify our office and the NOS at the address below upon
completion of the activity approved in this letter. Your notification of project completion must
include as-built drawings or certification of the following:
•
a. Bridge name
b. Action type (new construction, modification,relocation, conversion(fixed/draw), etc.)
c. Dates(commenced and completed)
d. Location(latitude and longitude at bridge center and centerline of channel, statute miles
above mouth of waterway, and bridge or causeway orientation or geographic positions of
approaches)
e. Type of bridge (fixed,vertical lift,bascule,suspension,swing,trestle,pontoon,etc.)
f. Navigation clearances (vertical at mean high water and horizontal)
(Moveable—vertical at mean high water in open and closed positions)
g. Whether or not the bridge is fitted with clearance gauges
h. Whether or not the bridge has pier protection and/or fender system.
i. Type of land traffic(highway,railroad,pedestrian, pipeline,etc.)
Ms. Sladjana Maksimovic
National Ocean Service
N/CS26, Room 7317
1315 East-West Highway
Silver Spring, MD 20910-3282
2

16591
24 OCT 2018
If you have any further questions,please contact Mr. Michael Thorogood at the above listed
address or telephone.number.
Sincerely,
L-7/6"f-c
HAL R. PITTS
Bridge Program Manager
By direction
Encl: (1)Bridge Maintenance Project Plan
Copy: Ms. Sladjana Maksimovic,NOS
Mr. Matthew Potter,AECOM
CG SectorNorth Carolina, Waterways Management
U. S. Army Corps of Engineers, Wilmington District
Federal Highways Administration,Raleigh,NC •
3

BRIDGE MAINTENANCE PROJECT PLAN
1. The bridge owner, or entity acting on behalf of the bridge owner, should submit a bridge
maintenance project plan at least 30 days(preferably 90 days)prior to commencement of
work on or over the navigable waterway. Correspondence may be submitted via.pdf email
attachment to [e-mail] or mailed.
2. Once received,the request will be assigned to a project officer for review and processing.
The project officer will publish a local notice to mariners. If appropriate,the project officer
will publish a temporary deviation from drawbridge operating regulations.
a. Bridge Information: Provide bridge name, bridge type(highway,railroad, pedestrian,
pipeline,etc.),roadway (s)carried,waterway name,mile (statute)on waterway from
confluence, municipal location(town/city, county(if applicable/if known),and state).
b. Project Description:.Provide the general description,nature and scope of the project.
Drawings may be submitted,particularly if there are any planned temporary reductions in
navigation clearances.
c. Project Dates/Work Hours: Provide primary and alternate(if applicable)project dates
and work hours. Alternate dates and work hours may be included to account for
inclement weather,etc.
•
d. Navigation Clearances: Provide any proposed temporary reductions in navigation
clearances (vertical and/or horizontal), including the amount of the reduction(s)in feet
and when the reduction(s)will be in place.
e. Temporary Deviation(from Operating Regulations): For drawbridges—Provide any
proposed temporary deviation from operating regulations including:purpose(why it is
necessary);dates/times of closure; if the bridge will be closed when bridge work is not
being performed,provide justification for closure during non-work hours; whether the
bridge will be able to open for an emergency and within how much time of notice;
whether vessels may pass through the bridge in the closed position at any time or with
prior notice.
f. Project Resources: Provide list of vessels,barges, equipment and location of personnel
involved in the project. Indicate whether the project resources will relocate from the
navigation channel during work hours,and if so,provide the timeframe for notice and
method of notice. Indicate whether the resources will relocate from the navigation
channel during non-work hours, and if not,provide justification for them to remain in the
navigation channel during non-work hours.
g. Communications: Provide communications plan for project resources.This should
include VHF-FM channel 13 for vessels and drawbridge tenders and may include mobile
phone devices for vessels and project personnel. Vessel operators need to be able to
communicate with project resources for safe navigation.
h. Bridge Owner Information: If the request is submitted by an entity on behalf of the
bridge owner,provide the bridge owner representative's contact information(name,
telephone and email)and the bridge owner's mailing address for the appropriate office.

Project Tracking No.:
15-02-0011
0a04 NO ARCHAEOLOGICAL SURVEY REQUIRED FORM 43
vvim�,, This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not fir•
;PEltt1:Y;�?; t�b
�o 0 valid for Historic Architecture and Landscapes. You must consult separately with the *101
®?
, e Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: B-4590 County: New Hanover
WBS No: 38420.1.2 Document: PCE or CE
F.A. No: N/A Funding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: NWP?
Project Description: The NCDOT proposes to replace Bridge No. 29 on SR 2812(Cornelius Harnett
Drive/Castle Hayne Road)over Smith Creek in New Hanover County. Bridge No. 29 was built in 1931,
and is considered to be structurally deficient and functionally obsolete;therefore, it has been selected to
be replaced. There may be minor ditch-line impacts, and an off-site detour is to be used during
construction. The Area of Potential Effects(APE)will measure approximately 100 feet to either side of
the centerline of the roadway/bridge and 1,400 feet long,centered on the middle point of the existing
bridge. Based on these measurements,the APE measures approximately 280,000 square feet or about
6.43 acres, inclusive of the existing roadway and the existing structure to be replaced.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities,results of review,and conclusions:
A map review and site file search was conducted at the Office of State Archaeology(OSA)on Monday,
February 9,2015. An archaeological survey at this particular bridge location has never been conducted;
however,two(2)archaeological sites have been recorded within one-half(1/2)mile of the proposed
project. Digital copies of HPO's maps(Castle Hayne Quadrangle)as well as the HPOWEB GIS Service
(http://gis.ncdcr.gov/hpoweb/)were last reviewed on Thursday,February 12,2015. Although there are
known historic architectural resources in the vicinity(NH0531 —Corbett Package Company,NH0532—
Godwin Lumber Company Office)including the bridge itself(NH0530—a 1930-31 swing-span vehicular
bridge), intact archaeological deposits associated with these resources are not anticipated within the
footprint of the proposed project. In addition,topographic maps,historic maps(NCMaps website),
USDA soil survey maps,and aerial photographs were utilized and inspected to gauge environmental
factors that may have contributed to historic or prehistoric settlement within the project limits,and to
assess the level of modern,slope, agricultural,hydrological,and other erosive-type disturbances within
and surrounding the archaeological APE.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
All proposed project activities are to take place within the NCDOT's existing 60' ROW for SR 2812
(Cornelius Harnett Drive/Castle Hayne Road);however,temporary easements will be required although
their placement and orientation is not known at this time. This is a State-funded project;however, a
Federal permit will be required. From an environmental perspective,the APE consists of the tidal flats
(floodplain/wetlands)of Smith Creek,a tributary of the Northeast Cape Fear River,and is composed of
two(2)soil types:Dorovan soils(Do)and Urban land(Ur). The project area consists of very poorly
"No ARCHAEOLOGY SURVEY REQUIRED"form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1 of 2

• Project Tracking No.:
15-02-0011
drained soils(Dorovan soils)and soils that have been cut,filled, graded,or paved to the extent that their
original properties are no longer recognizable(Urban land),both of which would not be conducive for
containing intact archaeological resources. Although the Office of State Archaeology(OSA)has not
reviewed any projects within the vicinity of the proposed project for their potential impact to
archaeological resources,current environmental conditions and industrial development suggest that the
project area,as depicted, is unlikely to contain significant cultural,archaeological,or historical resources.
Based on the information above,there should be no archaeological survey required for this project. If
design plans change,then additional consultation regarding archaeology will be required. At this time,no
further archaeological work is recommended. If archaeological materials are uncovered during project
activities,then such resources will be dealt with according to the procedures set forth for"unanticipated
discoveries,"to include notification of NCDOT's Archaeology Group.
SUPPORT DOCUMENTATION
See attached: ®Map(s) ® Previous Survey Info ❑Photos ❑Correspondence
❑Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
)�,/ February 12,2015
G�
NCDOT ARCHAE I► t�l IST II Date
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Figure 1: Castle Hayne,NC(USGS 1970).
"No ARCHAEOLOGY SURVEY REQUIRED'form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
2 of 2

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r r 1 �!" 4 4. PA 15-02-0011
y i / / B-4590, Bridge No. 29 on SR 2812
,,4 / , ,0 '," d, .'///,, (Cornelius Harnett Dr/Castle Hayne Rd)
f over Smith Creek
i New Hanover County, NC
, / // / ' Q Area of Potential Effects(APE)
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III, -� r� �„North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M.Bartos,Administrator
Governor Pat McCrory Office of Archives and History
Secretary Susan Kluttz Deputy Secretary Kevin Cherry
June 22,2015
MEMORANDUM
TO: Vanessa Patrick
Human Environment Unit
NC Department of Transportation\J�� ` ��
FROM: Renee Gledhill-Earley (lLLt' /'-'""-"^ -- S''4-A-C
iet
Environmental Review Coordinator
SUBJECT: Historic Structures Survey Report for replacement of Bridge 29 on SR 2812 over
Smith Creek,B-4590,New Hanover County,ER 15-1325
Thank you for your memorandum of June 3,2015, transmitting the above-referenced report.We have reviewed
the evaluation of the four properties and concur that they are not eligible for listing in the National Register of
Historic Places. The properties are:
Corbett Packing Company (NH0531)
E.W. Godwin's Sons (NH0532)
Godwin House (NH0533)
Smith Creek Boatyard (NH3639)
We appreciate your noting that Bridge 29 over Smith Creek is not addressed in the report since it was determined
eligible for listing in 2005 and remains so. Please ensure that its eligibility is factored into the project planning and
Section 106 consultation.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part
800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,contact
Renee Gledhill-Earley,environmental review coordinator,at 919-807-6579 or environmental.review( ncdcr.gov.
In all future communication concerning this project,please cite the above referenced tracking number.
cc: Mary Pope Furr,NCDOT mfurr(a,ncdot.gov
Location:109 East Jones Street,Raleigh NC 27601 Mailing Address:4617 Mail Service Center,Raleigh NC 27699-4617 Telephone/Fax:[phone]-6599

Project Tracking No.(Internal Use)
15-02-0011
t HISTORIC ARCHITECTURE AND LANDSCAPES
o` ASSESSMENT OF EFFECTS FORM
Or This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No: B-4590 County: New Hanover
WBS No.: 38420.1.2 Document
Type:
Fed.Aid No: Funding: X State El Federal
Federal X Yes ❑ No Permit
Permit(s): Type(s):
Project Description: Replace Bridge No. 29 on SR 2812 (Cornelius Harnett Drive/Castle
Hayne Road) over Smith Creek in Wilmington (off-site detour planned, no
improvements).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description of review activities,results, and conclusions: HPOWeb reviewed on 2 March 2015
and yielded one DE, three SS, and no NR, SL, or LD properties in the Area of Potential Effects
(APE). The APE extends approximately 800 feet from either end of the existing bridge (NE-SW)
and 200 feet to either side of the SR 2812 (Cornelius Harnett Drive/Castle Hayne Road)
centerline (NW-SE) to encompass anticipated construction activities and possible impacts. New
Hanover County current GIS mapping, aerial photography, and tax information revealed a semi-
urban, industrial APE with several pre-1970 resources. NCDOT- Historic Architecture engaged
S&ME, Inc. of Columbia, South Carolina to carry out field investigation and National Register
eligibility evaluation of four resources: the Corbett Packaging Company (NH0531), E. W.
Godwin's Sons (NH0532), the Godwin House (NH0533), and the Smith Creek Boatyard
(NH3639). Bridge No. 29, constructed in 1930-31 and also known as the Smith Creek Bridge, is
a 248-foot-long, three-span, steel, Warren thru-truss, swing-span eligible for the National
Register according to the NCDOT Historic Bridge Survey as it is one of the earliest and most
complete examples of its type in the state. In June 2015 HPO agreed with NCDOT that the four
evaluated properties are not eligible for listing in the National Register, while Bridge No. 29
remains eligible.
THE PROJECT IS REVIEWED FOR COMPLIANCE WITH BOTH GS 121-12(A)AND SECTION 106.
ASSESSMENT OF EFFECTS
Property Name: Bridge No. 29 Status: DE
•
Survey Site No.: NH0530 PIN: -
Effects
❑ No Effect ❑No Adverse Effect 1K Adverse Effect
Historic Architecture and Landscapes EI7.EC7S ASSESSMENT form for Alinor Transportanon Projects as Qualified in the 2007 J'rogranmatic Agreement
Page 1 of 2

Explanation of Effects Determination:
�\ A crP e/}<i54-s\qck by, d e i s on( v r oJo e a(4 klock Nee.,
Nte-I a 1--v-v ss c lam t l l 6 Jo-{=fie e e y NcL c Th Brad�e-
►�.1 o co h cry cans d Rev 5e- r rep vzLvn • ik d c .A c
ci e c o mirtk -a i`o-A. antid a`- ���+�wcrrow►cS u rn 0V e e . w i t
bey re, awe d.
List of Envi onn/ental Commitments:
FHWA Intends to use the State Historic Preservation Office's concurrence as a basis for a "de
minimis" finding for the following properties, pursuant to Section 4(f):
SUPPORT DOCUMENTATION
X Map(s) X Previous Survey Info. Photos X Correspondence Design Plans
Technical report(May 2015) and related materials on file at NCDOT-Historic Architecture.
FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE
Historic hitecture and Landscapes—ASSESSMENT OF EFFECTS
i 02Dl9-
NCDOT Architectural Historian Date
Uattlit.— Z • ( 3 • (-}-
State Historic Preservation Office Represen 've Date
Federal Agency Representative Date
Historic Archterture and Landscapes EFFEC7S ASSESSMENT Jam for Mina.7ransporlation Projects as Qualified in the 2007 Programmatic Agreement.
Page 2 of 2

NEW HANOVER
COUNTY
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L______J Boundary r#"°'", NORTH CAROLINA DEPARTMENT
t OF TRANSPORTATION
} ! � Municipal DIVISION OF HIGHWAYS
'�`� k, L_____Boundary \ -I PROJECT DEVELOPMENT ANND
,, r % .A \.,..• ENVIRONMENTAL ANALYSIS UNIT
,
NEW HANOVER COUNTY
BRIDGE NO. 29 ON SR 2812 (Castle Hayne Rd)
OVER SMITH CREEK
B-4590
,, !i
WBS No. 38420.1.2
New Hanover
County
FIGURE 1 VICINITY
Try,. ;w51.10 , 15-oa --001

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
HISTORIC BRIDGE INVENTORY REPORT LICHTENSTEIN CONSULTING ENGINEERS, INC.
Bridge ID No: 640029 County: NEW HANOVER Div: 03 City: *WILMINGTON
Location: 1.5 MI.N.US421 UTM: 18 229389 379478 Owner: STATE
Bridge Name: SMITH CREEK BRIDGE
Facility Carried: US 117/NC 133
Carried/Feature Intersected: US 117/NC 133 OVER SMITH CREEK
Type: SWING SPAN Design: CENTER BEARING
Material: STEEL #Spans: 3 Length: 248 Width: 31.3 # Lanes: 2
Railing Type: CONCRETE BALUSTRADES/PIPE RAILINGS WITH BAR FILL
Date of Construction:1930-31 Alteration: 1962,1966 Source: PLAQUE
Designer/Builder: STATE HIGHWAY COMMISSION/T. A. LOVING & CO
Current National Register Status of Bridge: Not Previously Evaluated.
Local, Determined Eligible, or NR Historic District/Status:
Name/Date:
Located in Potential Historic District/Historic Context? No
Adjacent to Identified or Potential Historic Properties?
The bridge has been previously surveyed (NH 530). It was not added to the Study List.
Inventory NR Recommendation: Eligible
Setting/Context:
The bridge carries a 2 lane road over a tidal stream on the north side of Wilmington. The setting is industrial with a
commercial sawmill beyond the NE quadrant and modern industrial/commercial buildings beyond the NW quadrant. A
tank farm is beyond the SW quadrant.
Physical Description:
The main span of the 3 span, 248' long and 31.3'wide bridge is a 173' long, 8-panel, riveted Warren thru truss, center
bearing swing span. The 2 approach spans to the north of the swing span are 37.5' long tee beam spans. The truss
has built-up chords of channels with cover plates or lacing. The verticals and some of the diagonals are rolled sections,
which is an original detail. The bridge's portal bracing and some of the upper laterals have been replaced in kind due to
c:amage from overheight trucks on several occasions. The bridge is operated by its original gearing and rack
and-pinion drive set atop the concrete pivot pier. The original operators house, however, was located at mid span
above the roadway in the truss superstructure. It was replaced by a 1-story,asbestos-shingle side, flat-roof operators
house at the bridge's NW corner in 1966. The deck and stringers were replaced in 1962, and the floorbeams were
strengthened by the addition of welded beams in 1982. The swing span is operable on 24-hrs. notice. In the open
position there is just the one navigation channel, but the bridge is not a bobtail, i.e., the two arms of the swing span are
of equal length.
The swing span has pipe railings with bar fill set to the roadway faces of the trusses. State-standard concrete
balustrades are on the tee beam spans and flare over the wingwalls. Original luminaires set atop the end posts have
been lost. The plaque reads, "Smith's Creek Bridge, New Hanover County, State Project No. 858, Built by North
Carolina State Highway Commission with Federal Aid, 1930."
Summary of Significance:
The thru truss, center-bearing swing span bridge was built by the state highway commission in 1930-31, and it ranks as
one of the earliest and most complete examples of its type/design in the state(Criterion C). It is in operable condition.
It has had a replacement operators house and controls, but it does retain original gearing and mechanical systems, and
essentially operates as it did when originally built. The bridge is 1 of 7 swing span highway bridges in the survey dated
from 1928 to 1962, and it is 1 of 4 Warren thru truss, center-bearing swing spans remaining in the state built between

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
HISTORIC BRIDGE INVENTORY REPORT LICHTENSTEIN CONSULTING ENGINEERS, INC.
Bridge ID No: 640029 County: NEW HANOVER Div: 03 City: *WILMINGTON
1928 and 1931 (640029, 700016, 710008, 730129). These are the oldest identified examples of their type/design in
North Carolina.
A swing span bridge rotates in a horizontal plane around a vertical axis to a position parallel with the marine channel.
When in operation, the movable span is supported by one of two methods: center bearing on a vertical pin or pivot, or
rim bearing on a circular girder called a drum, which in turning moves on rollers. The center bearing, such as used with
this bridge, is the most common design because of its ease of operation, but as with all movable bridges they are
inherently complex because of the need to move and support loads in the closed and open positions. The
superstructure of swing span bridges can be trusses, stringers, or girder-floorbeams. The swing span bridge type has
been known in Europe since the 17th century and developed most rapidly in the U.S. between 1840 and 1890. All of
North Carolina's surviving swing span bridges are later examples of the well-established swing-span technology.
The bridge was built to replace a previous bridge on an upstream alignment. Construction began in 1930 and was
completed in Dec. 1931. The contractor was T.A. Loving & Co. of Goldsboro.
Bibliography:
NCDOT Bridge Maintenance Unit File & Plans.
NC Dept. of Cultural Resources. Survey& Planning Branch Records.
George A. Hool and W. S. Kinne. Movable and Long-Span Steel Bridges. New York, 1923. pp. 1-27
Otis Ellis Hovey. Movable Bridges. New York, 1926. pp. 10-14, 20.
Boundary Description and Justification for Eligible Bridges:
The bridge has been evaluated individually significant. The boundary is limited to the superstructure and substructure
of the bridge.
Reviewed By/Date: MEM (2/03)
Notes: Additional photos in file.

<1d . 4,—23—I S
dd.srn,4•
,4%.
`•.��ih i =mac
North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M.Bartos,Administrator
Governor Pat McCrory Office of Archives and History
Secretary Susan Kluttz Dcputy Secretary Kevin Cherry
June 22,2015
MEMORANDUM
TO: Vanessa Patrick
Human Environment Unit
NC Department of Transportation t jj .
FROM: Renee Gledhill-Earley12 it ,fi N� — a-kiit.f.
Environmental Review Coordinator
SUBJECT: Historic Structures Survey Report for replacement of Bridge 29 on SR 2812 over
Smith Creek,B-4590,New Hanover County,ER 15-1325
Thank you for your memorandum of June 3,2015,transmitting the above-referenced report.We have reviewed
the evaluation of the four properties and concur that they are not eligible for listing in the National Register of
Historic Places.The properties are:
Corbett Packing Company(NH0531)
E.W. Godwin's Sons (NH0532)
Godwin House(NH0533)
•
Smith Creek Boatyard(NH3639)
We appreciate your noting that Bridge 29 over Smith Creek is not addressed in the report since it was determined
eligible for listing in 2005 and remains so.Please ensure that its eligibility is factored into the project planning and
Section 106 consultation.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part
800.
Thank you for your cooperation and consideration.If you have questions concerning the above comment,contact
Renee Gledhill-Earley,environmental review coordinator,at 919-807-6579 or [e-mail].
In all future communication concerning this project,please cite the above referenced tracking number.
cc: Mary Pope Furr,NCDOT [e-mail]
Location:109 Fast Jones Staxt,Raleigh NC 27601 Mailing Address:4617 Mail Service Center,Raleigh NC 276994617 Telephone/Fax:[phone]-6599

F
y.
15.
STATE OF NORTH CAROL,INA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
Memorandum
To: Renee Gledhill-Earley
Environmental Review Coordinator
North Carolina State Historic Preservation Office
From: Vanessa E. Patrick
Architectural Historian
NCDOT — Historic Architecture
Date: July 9, 2015
Subject: Historic Architectural Resources Eligibility Evaluation Report,
T.I.P. B-4590, PA No. 15-02-0011, Replacement of Bridge No. 29
on SR 2812 over Smith Creek, Wilmington, New Hanover County,
ER 15-1325
Thank you for your recent comments on the above report. We are pleased you
concur that the four properties evaluated are not eligible for the National Register
of Historic Places.
Bridge No. 29, its current National Register eligibility established in 2005 and
therefore not addressed in the report, will be considered at an upcoming effects
consultation. NCDOT engineers are aware of its status and will provide us with
more fully developed project plans and other design information when available.
As always, your help is greatly appreciated. Should questions arise, please
contact me at vepatrickncdot.gov or 919-707-6082.
Vanessa E. Patrick
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE [phone] CENTURY CENTER,BUILDING B
PROJECT DEVELOPMENT&ENVIRONMENTAL ANALYSIS UNIT FAX: [phone] 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER RALEIGH NC 27610
RALEIGH NC 27699-1548 WERSITE:N000T GOV

t'.
K '''• To Be Evaluated
, i ik, It;
f : n r•k # :. ,., te ;
• :Jy ;;. —Smith Creek Boatyard
.
1
r.< 'w _ ' �+ (#805 Cornelius Harnett" 1j "" i Drive, Parcel ID:
w - ' ,,, 3�' if \�a R04805 005-002 000)
��:.` , + " 2 — E. W. Goodwin's Sons
} 4. ;� • ''f' ;,ti�ti: +t .. (NH0532)
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a . .. x y ., :�.. 100-
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(#1207
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ID: R04
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`°• -. e. 3—Goodwin House
�''I I T. �"� ti`` tip` '`,r r (NH0533),ram :.;
. . ,. „ �►�,� "�' �. ��` ,. - (#1225 Castle Hayne
-, • .. f ,� Road, Parcel ID: R04100-
s
Y 4� 001-OQ5-000)
•\ - "!. ;� , 1 f 4—Corbett Package Co.
�• � �... , -�_ 46, A \l 4', s , *.e.1.. ✓ � . 4 (NH0531)
`¢� �, f .� .'fife mat:,
n�a (#1200 Castle Hayne
. - +, - e���s -� /.� �, * Road, Parcel ID: R04100-
` < c,04, N'si -', p o[` co,..„el
_„�• ,a a , R.
' 005-015-000)
B-4590 Bridge No. 29 Replacement Wilmington, New Hanover County
WBS No. 38420.1.2 Base map: New Hanover County Current GIS, nts
NCDOT—Historic Architecture
March 2015
Tracking No. 15-02-0011

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f
MEMORANDUM OF AGREEMENT
AMONG
THE FEDERAL HIGHWAY.ADMINISTRATION,
THE NORTH CAROLINA STATE HISTORIC PlIESERVATION OFFICER;
AND THE NORTH CAROLINA DEPARTMENTDEPARTMENTOF TRANSPORTATION.
REGARDING
TIP Na:B-4590
REPLACEMENT OF BRIDGE;.NO:.29:(SMITH'CREEK BRIDGE)
ON SECONDARY ROAD(SR)29121:CORNELIUS HARNETT
DRIVE/CASTLE HA. WEE 11.9AM9vER SMITH CREEK
NEW HANOVER-COUNTY,NORTH CAROLINA
WHEREAS,the Federal Highway Addnnistration:(FHWA.)proposes to fund the
replacement of New Hanover.County.Bridge.No..29 over Smith Creek(hereafter,
the Undertaking)through the Federal Highway Bridge Replacement and
Rehabilitation.Program;and
WHEREAS,the FHWA has consulted with the North Carolina State Historic
Preservation Officer(SHPO)pursuant to 36 CFR Part K0,regulations
implementing Section 106 of the National Historic Preservation Act(16 U.S.C.
470f);and
WHEREAS,the FHWA has determined that the Undertaking will have an
adverse effect upon New Hanover:County Bridge No,29,a property determined
eligible for listing in the National Register of Historic Places(NRHP);and
WHEREAS,the FHWA hasnotffied the Advisory Council on Historic
Preservation(ACHP)of the adverse effect and the ACHP has chosen not to
participate in the consultation;and
WHEREAS,the North Carolina Department of Transportation(NCDOT)has
participated in the consultation and has been invited by the FHWA and SHPO to.
be a signatory to this Memorandum of Agreement(MOA);and
NOW,THEREFORE,the FHWA,SHPO,•and NCDOT agree that the
Undertaking will be implemented in accordance with the fallowing stipulations
to take into account the effects of the Undertaking on New Hanover County
•
Bridge No.29.

r
•
STIPULATIONS... . . .
The FHWA will ensure that the following measures are made part of any.
1 approval or funding issued to the T for the Undertaking to fulfill the
FHWA's.responsibilities under 36.CFR Part 800,regulations implementing
Section 106 of the National Historic.Preservation Act(54 U.S.C.300101 et seq.).
I. New Hanover County Bridge No 29.
A. Photodocumen Cation. Prior to the initiation Of construction,the
NCDOTwill record the east ition ofNew,Hanover County
• Bridge No.29 in accordance with the attached Historic Structures and.
Landscape Recordation Plat(Appendix A). Copies of the
documentation will be deposited in the files of the North Carolina
State Historic Preservation Office and the NOX)T Environmental
Analysis Unit,
. .. ..... . :. ... ... . .
•
B. Bridge Relocation and Reuse Program.
1. If the central swing span of'NeW Hanover County Bridge No.29--a
Warren through-truss-_chit be extracted'from the bridge in such a
manner twit may be reused;Npor will offer it for relocation
through its Bridge-Relocation and Re Use Program.
2. If any entity is willing to take the Warren t ugh-truss for reuse,a
signed letter of intent will confirm the transfer of ownership and
detail the provisions of its relocation.
3. The B-4590:project will be let for construction in:April of 2021. If
the span is not transferred for reuse by February 1,2021 it will
become the property of the project contractor.
II. Unanticipated Discovery.
In accordance with 36 CFR 8.0013(b),if the NCDOT identifies additional
cultural resources:during construction all work will be halted within the
limits of the resource(s)and the FHWA will be contacted. The FHWA will
initiate the appropriate agency and/or Tribal coordination required for a
determination of eligibility or recovery effort. If after,consultation
between the Signatories additional mitigation isdetermined necessary,the
NCDOT,in consultation with the other Signatories,will develop-and
implement appropriate protection/mitigation measures for the resource(s).
Inadvertent or accidental discovery of human remains will be handled in
accordance with North Carolina General Statutes 65 and 70. If human
remains are associated with Native American occupation,NCDOT and
memorandum of Agreement 2
8.-4590,New Hanover County

• the FHWA will consult with the appropriate tribe prior to the
development and execution of a treatment plan:
Ill. Dispute Resolution.
Should any of the Signatories object within thirty(30)days to any plans or
documentation provided for review pursuant to this MOA,the PHWA
will consult with the objecting party(ies)to resolve the objection. If the
FHWA or the Objecting party(ies)determines that the objection cannot be
resolved,the PHWA will forward all docturientation relevant to the
dispute to the.ACHP. Within thirty(30)days after receipt of all pertinent
documentations the ACHPwill either:
- Provide the PHWA with recommendations,which the FHWA will take
into account in reaching a final decision regarding the dispute,or
- Notify the FHWA that it will;corninetitursuant to 36 CFR 800.7(c)and
proceed to comment The FHWA willtake into account any ACHP
comment provided in response to such a request in accordance with 36
CFR 800.7(c)(4)with reference to the subject of the dispute.
Any recommendation or comment provided by the ACHP will be
understood to pertain only to the subject of the dispute;the FHWA's and
NCDOT's responsibility to carry out all of the actions under this
agreement that are not the subject of the dispute will remain unchanged.
IV. Amendments.
Should any of the Signatories to this IVIOA believe that its terms cannot be
• carried out or that an amendment to the terms must be ntade,that(those)
party(ies)will immediately consult with the other party(ies)to develop
amendments in accordance with 36 CFR$00.6(c)(7). This MOA may be -
amended when such an amendment is agreed tomn writing by all
Signatories. The amendment will be effective ortthe date a copy,signed
by all of the Signatories,is filed with the ACHP, If an amendment cannot
be agreed upon, the dispute resolution process set forth in Stipulation III
will be followed.
V. Termination.
Any of the Signatories may terminate the MOA by providing thirty(30)
days written notice to the other parties,provided,that the Signatories will
consult during the period prior to termination to seek agreement on
• Memorandum of Agreement 3
• B-4590,New Hanover County

amendments or other actions that would avoid termination, Termination
of this MOA will require compliance with 36 CFR 800. This.MDA may be
terminated by the execution of a subsequent MOA that explicitly
terminates or supersedes its terns.
VI, Duration.
Unless terminated pursuant to Stipulation V,this MOA will be in effect
until the FHWA,in consultation with the other Signatories, determines
that all of its terms have been fulfilled satisfactorily or if NCDOT is unable
or decides not to construct the Undertaking.
Execution of this Memorandum of Agreement by the FHWA,SHPO,and
NCDOT,its subsequent filing with the ACHP,and implementation of its terms
evidence that the FHWA has afforded the ACHP an opportunity to comment on
the Undertaking and that the.FHWA has taken into account the effects of the
Undertaking on New Hanover County Bridge No.29.
AGREE:
Federal Highway Administration
0°170 3/26/2020
for John F.Sullivan RI, P.E, Date
North Carolina Division Administrator
Federal Highway Administration
AGREE:
State Historic Preservation officer
)(2-2-/e2-020
Kevin(Cherry,Ph.D Date
North Carolina State Historic Preservation Officer
North Carolina Department of Cultural Resources
AGREE:
North Carolina Department of Transportation
411.
3 t 3 oZc
Philip Ha s- ,P.E.,C.P.M. ate
Environmental Analysis Unit Head
North Carolina Department of Transportation
Memorandum of Agreement 4
t3-45911,New Hanover County

•
•
FILED:
By:
Advisory Courted on Historic Preservation - Date
•
Memorandum of Agreement 5
B-4590,New Hanover County

I ,
APPENDIX A
Historic:Structures and=Ian ipe Recordation Plan
Replacement of Niew Hancniertiantkit Berge l4o. 29
on SR 2812(tornei1us Harn Drive/Castle Hayne Road)
over Mitt Creek:
New Hanover.County °Nor Carolina
TIP-Project B4500
PHOTOGRAPH C.Reciumia4surs
o Overall views.of New Hanover County Bridge Number 29 and its
surroundings:
cr Images showing the details of the superstructure and substructure of New
Hanover County Bridge Number 29.
PHOTOGRAPHIC FORMAT
o Color digital imagas(all views). •'triages-are:to:be shot on a SLR digital
camera and labeled according to the North Carolina State Historic
Preservation Office standards:
o All processing to be done to archival standards.
o The accompanying printed Inventory of the images—including subject,
location, date,and photographer Information for each image—is to be
completed according to the North Carolina State:Historic Preservation Office
standards.
COPIES AND ORATION
• One(1)set each of all photographic-documentation, including a compact
disc of labeled images, will be deposited with the North Carolina Division of
Archives and History/State Historic Preservation Office to be made.a
permanent part of the statewide survey and iconographic collection.
o One (1)contact sheet will be deposited in the files'of the Environmental
Analysis Unit of NCDOT.
Memorandum of Agreement 6
0-4590,New Hanover County

e" 1/
STATE OF NORTH CAROLINA IRATE R IKT.T.AP .VSEDICENO �o w.:�
N.C. B-4590 1
DIVISION OF HIGHWAYS n.n wu No N.C.
Mil►Nq.
` 38420.1.2 BRNHS-117(5) PE
► -'-'"1111t.41': "111.
' 38420.1.2 BRNHS-117(5) ROW
•ON 0
_ NEW HANOVER COUNTY
t.,-, , •Ay.
M ke LOCATION: BRIDGE NO. 640029 OVER SMITH CREEK
IAPR JECTATI _A ON SR 2812 (CASTLE HAYNE ROAD)
OCATI• • c - . TYPE OF WORK: GRADING,DRAINAGE, PAVING AND STRUCTURE (BRIDGE) I"I
nol fir,,fkre ,,-ib,,
V I WETLAND AND SURFACE WATER IMPACTS PERMIT v‘Po e
M�W DETOUR
O VICINITY MAP N.T.S. SITE 1 END BRIDGE PERMIT DRAWING
A4 BEGIN BRIDGE -L- POT STA. 19+ 76.00 SHEET 1 OF 10
044
BEGIN PROJECT -L- POT STA. 17+13.00 15 y
-L- POT STA. 14+00.00 . ( END PROJECT
Er ''''' 1 -L- POT STA. 22+50.00
DEAD—END -- ---
r
-,"---,,..., (-) \ ' --- ---- _
END CONSTRUCTIONw -� �,.\
1 Nc I��
-Y- POT STA. 10+90.00 /4' ' IS` .
1
y
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NI BEGIN CONSTRUCTION RS&I11-'' is , JPABIMOMMIOWSK
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0
DOCUMENT NOT CONSIDERED FINAL
C
L UNLESS ALL SIGNATURES COMPLETED
• • THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. J
c
can) Prepared In the Office of: HYDRAULICS ENGINEER
e V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RS&H
c ARCHITECTS—ENGINEERS—PLANNERS INC.
o /
L ADT 2015 = 2800 b5_'I SIX FORKS ROAD,SUITE 400
> 50 25 0 50 100T
lun �J RALEIGH,NC 17615 y
ADT 2035 = 4200 (..-i-IINOR
c
N K = 9 o/D 2018 STANDARD SPECIFICATIONS I �•/p
PLANS LENGTH ROADWAY = 0.138 MILES RICHARD BOLLINGER, PE
'',,, El4 D = 60 % PROJECT ENG/AEER SIGNATURE: P.E. ei s
T.L� 50 25 0 50 100 T = Z DAD LENGTH STRUCTURE = 0.050 MILES RIGHT OF WAY DATE: o
o 7� 11 t-11 2. ROADWAY DESIGN
�� V = 40 MPH = DECEMBER 18,2018 CHARLES YOUNG, PE �'
* PROJECT DESIGN ENGINEER '�`
0 0� TOTAL LENGTH0.188 MILES ENGINEER N !
N_z PROFILE (HORIZONTAL) TTST = 1 DUAL = b �r o�'
Of TA�N�!
�°E 10 5 0 10 20 FUNC CLASS = LETTING DATE:
impL 1 LOCAL APRIL 21.2020
'_ co) l $UBREGIONAL TIER NCDOT COVTACT PE
v�EN PROFILE (VERTICAL) SIGNATURE E» \ J� slcNAiU RE.

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STEEPER THAN 3:1 EST 5 SY GEOTEXTILE RS&I1
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P 1 \ O PROJECT REFERENCE NO. SHEET NO.
cv B-4590 4
DETAIL C * BRIDGE NO. 640029 RN/ SHEET NO.
DETAIL A I ROADWAY DESIGN HYDRAULICS
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ENGINEER ENGINEER
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PROJECT REFERENCE NO I SHEET NO.
- N B-4590 4
DETAIL A DETAIL C I BRIDGE NO. 640029 ROADWAY VW
DES SHEET NO HYDRAULICS
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V'DITCH --IENGINEER ENGINEER
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SHEET 4 OF 10
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D
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FROM —L— STA.21+50 TO STA.22+32 RT EST 5 SY GEOTEXTILE DOCUMENT NOT CONSIDERED FINAL
FROM STA.—L— 21+25 TO STA.21+50 RT EST 1 TON CL B RIP RAPe'k. UNLESS ALL SIGNATURES COMPLETED
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/ EXISTING
BRIDGE
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op
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ifE 404 WETLAND ONLY
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ar OUTLET AS NECESSARY TO
TIE TO PROPOSED DITCH
50' 0' 50' 100' 150'
ar

i tO - —: _ - - ` 2.5 5 PROJ. SHEET NO.
•
N_—_ -- -------- ----------._- _-- -----_ __.- ---------_--- —__.-__ _.---"--- '--- =-------__.------- ---_.. -- ' -------- -'----------'-- -.._-. --.--_._ _..----"-- ------ --- ------ ----.___...----- --.___-. .----- Ll-J�111•i�lL B-4590 X t
0 REFERENCE NO.
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•
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•
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•
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oQN 75 713 65 60 55 90 45 40 35 30 25 XI15 ip .i 0 5 1 D 15 20 25 30 35 40 415 90 55 60 65 70 75

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size /Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 15+64 / 17+20 RT Roadway Fill < 0.01 0.05
1 17+20 / 17+80 RT Clearing for Temp Platform 0.04 _
1 16+56 / 17+20 LT Roadway Fill 0.01 < 0.01
1 17+30 LT & RT Floodplain Excavation 0.02 0.02
1 17+76 / 19+19 LT & RT Existing Structure Removal 0.20
1 19+60 RT Floodplain Excavation < 0.01 _
1 19+99 /22+04 RT Roadway Fill 0.05 < 0.01
TOTALS*: I 0.07 0.02 0.11 0.20 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Total permanent SW Impacts due to proposed piles =75.4 sq.ft. NC DEPARTMENT OF TRANSPORTATION
Fill in Coastal Wetlands = 886 sq. ft and Fill in Non-Coastal Wetlands = 1,959 sq. ft DIVISION OF HIGHWAYS
Temp Work Platform 3/4/2020
Based on 20'or shorter spans, with pile rows 2' long and the full width of the platform (both conservative): New Hanover County
Temporary Fill in Wetlands =268 sq.ft and Temporary Surface Water Impacts=610 sq.ft B-4590
38420.1.2
Revised 2016 09 09 SHEET 10 OF 10

/ \ NWT TOTAL
See Sheet 1A For Incex of Sheets STATE OF NO IsZ TH CAI" OLINA 6TAT[ RATE PMIIKT Ilt.[OlNL1 NO. NO.
_ -
See Sheet 1B For Conventional Symbols DIVISION OF HIGHWAYS N.C. B-4590 1
1®' srwTs nwLxa r.ar.a.rro. mnmow
38420.1.2 BRNHS-117(5) PE
��.e�i 38420.1.2 BRNHS-117(5) ROW/UTL.
8 �* 38420.1.2 BRNHS-117(5) CONST.
a �� 0 a 44. NEW HANOVER COUNTY
i M. �� 0 VIP LOCATION: BRIDGE NO. 640029 OVER SMITH CREEK
/PROJECT iitz
r1 °CATION ON SR 2812 (CASTLE HAYNE ROAD)
• . 0TYPE OF WORK: GRADING,DRAINAGE,PAVING AND STRUCTURE (BRIDGE)
,
1 ',. '�i
Ct1 \ N1P
DETOUR
O VICINITY MAP N.T.S. END BRIDGE
Q;j BEGIN BRIDGE -L- POT STA. 19+ 76.00
111441 -L- POT STA. 17+13.00 _ 3
BEGIN PROJECT ,JS �1S-� x
-L- POT STA. 14+00.00 END PROJECT
i
"� h 1 -L- POT STA. 22+50.00
BEAD END --- ---
x —
2•% iroi -L- SR 2812 1
/ r ______
rj'-\\ ,
END CONSTRUCTION �4\ 1= s ___7_� -_ 133 s__,
-Y- POT STA. 10+90.00 / ,..l-'
x
•
11*. / 41 (
C\1 /0 /,/ ./ L---' diiiititir4711,2,11r1 Pfeigi
- -1-0,4014.4 Ruh,
V BEGIN CONSTRUCTION RSsI1sz:. rr` �i► *��#�t ��61�
A -Y- POT STA. 10+14.05 e
Zia DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
• • THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
m ' `� Prepared in the Office of: ,,,,,,o,,, HYDRAULICS ENGINEER
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RSf�H ••�..•'Esi;••:N,'•,
ADT 2015 = 2800 ARCHITECTS-ENGINEERS-PLANNERS,INC. ,°`S
tri 50 25 0 50 100 •*1 18442
8511 SIX FORKS ROAD,SUITE 000
ADT 2035 = 4200 RALEIGH,NC 17615 1;,•t, Q•.1%,, (4-NONTA,cO 1I1:II�_� ° 2018 STANDARD SPECIFICAITONS :90`;tSINE„`.:4'6 '�.�PLANS K = 9 /° LENGTH ROADWAY = 0.138 MILES RICHARD BOLLINGER,PES. %:o"°'O`' ®�S
NiD�, D = 60 % PROJECT ENGINEER SIGNATURE: P.E s
,;?•,� 50 25 0 50 100 T = 7 % LENGTH STRUCTURE = 0.050 MILES RIGHT OF WAY DATE o
o: �vz,,, ROADWAY DESIGN �
�a I 1 FI _� V = 40 MPH DECEMBER 18,2018 CHARLES YOUNG,PE a�N -•.r'•., a
i� TOTAL LENGTH = 0.188 MILES ;`i°:•F,,,,,•:~,,,, ENGINEER e
o T< PROFILE (HORIZONTAL) * TTST = 1 DUAL = 6 PROJECT DESIGN ENGINEER ,av° °�: e"gy ®�~
CZ i SEAL '1 : e
"�� O 10 5 0 10 20 FUNC CLASS = LETTING DATE: 046062 , I ®F TAw�s
z ov LOCAL ,;s` INE°��,.`
ao� JUNE 6,2019 DAVID B. LEONARD,PE ,,��;IS•••.l ,,o
5,�� co) Ii PRO I SUBREGIONAL TIER .. _
0,�C. \ „ PROFILE (VERTICAL) NCDOT CONTACT ^ SIGNATURE.••` r.E.
Olr w l� /

A per- PROJECT REFERENCE NO. SHEET NO•
B-4590 IA
ROADWAY DESIGN
ENGINEER
oI..H.CAgp.....
,FpFFSf/L.;
1.
SEA
046062
's rik;VGINO-1.o
•�wwE -"'vC
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS GENERAL NOTES STANDAR_ _D DRAWINGS
SHEET NUMBER SHEET
GENERAL NOTES: 2018 SPECIFICATIONS
EFFECTIVE: 01-16-2C p
1 TITLE SHEET REVISED: EFF. 01-16-2018
REV.
IA INDEX OF SHEETS. GENERAL NOTES. AND LIST OF STANDARD DRAWINGS GRADE LINE: 2018 ROADWAY ENGLISH STANDARD DRAWINGS
GRADING AND SURFACING:
1B CONVENTIONAL SYMBOLS
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -
1C THRU 1D SURVEY CONTROL SHEETS THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED N. C. Deportment of Tronsportotion - Raleigh. N. C.. Doted January. 2018 are applicable to this project
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE and by reference hereby are cohsiaered o part of these plans:
2A-1 THRU 2A-2 PAVEMENT SCHEDULE AND TYPICAL SECTIONS ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. STD.NO. TITLE
2B-1 MODIFIED METHOD III CLEARING DETAIL
CLEARING: DIVISION 2 - EARTHWORK
2C-1 CONCRETE BRIDGE SIDEWALK APPROACH DETTIL
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 225.02 Guide for Grading Subgrode - Secondary and Loccl
2C-2 TYPE III - STRUCTURE ANCHOR UNIT MODIFIED METHOD III. 225.04 Method of Obtaining Superelevot ion - Two Lone Pavement
225.06 Method of Grading Sight Distance at Intersections
2C-3 W-BEAM RAIL SECTION DETAIL SUPERELEVATION:
DIVISION 3 - PIPE CULVERTS
2G-1 GEOTECHNICAL DETAILS ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. 300.01 Method of Pipe Instal lotion
3B-1 SUMMARY OF DRAINAGE QUANTITIES. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SUMMARY OF GUARDRAIL. EARTHWORK SECTIONS. DIVISION 4 - MAJOR STRUCTURES
SUMMARY. SHOULDE BERM GUTTER SUMMARY. SHOULDER CONSTRUCTION: 422.01 Br age Approach Fills - Type I StcnderC Approach Fill
AND ASPHALT PAVEMENT REMOVAL SUMMARY 422.03 Reinforces Briage Approach Fills - Type A Alterncte Approach Fill for Integrcl Abutment
3G-1 GECTECHNICAL SUMMARY ASPHALT. EARTH. ANC CONCRETE SHOULDER CONSTRUCTION CN THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 DIVISION 5 - SUBGRADE. BASES AND SHOULDERS
4 PLAN SHEET
SIDE ROADS: 560.01 Method of Shoulder Construction - High Side of Superelevcted Curve - Method I
5 PROFILE SHEET THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE DIVISION 8 - INCIDENTALS
RW03E-1 THRU RW03E-2 R/W PLAN SHEETS SUITABLE CONNECTIONS WITH ALL ROADS. STREETS. AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS 840.00 Concrete Base Pad for Drainage Structures
TMP-1 THRU TMP-5 TRAFFIC MANAGEMENT PLANS INVOLVED. 840.02 Concrete Catch Basin - 12" thru 54" Pipe
840.18 Concrete Grated Drop Inlet Type B' - 12' thru 36'" Pipe
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS STREET TURNOUT: 840.29 Frames and Narrow Slot Flot Grates
846.01 Concrete Curb. Gutter cnC Curb &Gutter
EC-1 THRU EC-5 EROSION CONTROL PLANS STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NC. B48.G4 USING 846.04 Drop Inlet InstalICtian in Shoulder Berm Gutter
THE RADII NCTED ON PLANS. 848.01 Concrete Sicewclh
SIGN-1 THRU SIGN-5 SIGNING PLANS 848.04 Street Turnout
GUARDRAIL: 862.01 Guardrail Placement
862.02 Guardrail Installation
UC-1 THRU UC-6 UTILITY CONSTRUCTION PLANS - THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING 862.03 Structure Anchor Units
UO-1 THRU UO-2 UTILITIES BY OTHERS CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT 876.01 Rip Rap in Channels
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. 876.02 Guide for Rip Rap at Pipe Outlets
X-IA CROSS-SECTION SUMMARY SHEET END BENTS:
X-1 THRU X-9 CROSS-SECTIONS
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS. DETAILS. AND CROSS-
S-i THRU S-42 STRUCTURE PLANS SECTION PRIOR TC SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGE.
SN STRUCTURE STANDARD NOTES SHEET UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE DUKE ENERGY. AT&T. PIEDMONT NATURAL
GAS. SPECTRUM CABLE. CENTURY LINK. CAPE FEAR PUBLIC UTILITY AUTHORITY
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. EXCEPT
AS SHOWN ON THE PLANS.
RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY A PERMANENT EASEMENT MARKERS ON THIS PROJECT ARE PLACED
BY L&S. THE CONTRACT SURVEYOR WILL BE RESPONSIBLE FOR RESETTING ANY POINTS
DISTURBED DURING CONSTRUCTION.
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PROJECT REFERENCE NG. SKIT NG
STATE OF NORTH CAROLINA, DIVISION OF1- IGHW AYS e 4590 B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: - -----
Note:Not to Scale S.U.E. = Subsurface Utility Engineering WATER:
State Line RAILROADS:
--------
County Line Standard Gauge - IIIIIIII Hedge Water Manhole Wo
-- - -- --- -- --- CSX TRANSPORTATION g
RR Signal Milepost MIJEPOOST 35 Woods Line ,,, ,n,_ , Water Meter -
Township Line
Switch I I Orchard - fl fl fl Water Valve
City Line - - - ---- SWITCH
RR Abandoned - — -'-- — Vineyard I Vineyard
Water Hydrant -- `0
Reservation Line - -
U/G Water Line LOS B (S.U.E*)
Property Line RR Dismantled - - EXISTING STRUCTURES: ,
P rh U/G Water Water Line LOS C (S.U.E*)
Existing Iron Pin - MAJOR:
U/G Water Line LOS D (S.U.E*) •
Computed Property Corner ,, RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I CONC I A/G water
Above Ground Water Line
Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall- ) CONC ww
Property Monument . ,,
Primary Horiz Control Point C MINOR: TV:Parcel/Sequence Number et Primary
Pedestal
El
Prima Horiz and Vert Control Point Head and End Wall / -R
Existing Fence Line x x x- Primary
Proposed Woven Wire Fence o
Exist Permanent Easment Pin and Cap --- -- - Pipe Culvert TV Tower
Proposed Chain Link Fence o
New Permanent Easement Pin and Cap 0 Footbridge --- --- U/G TV Cable Hand Hole
BenchmarkU/G TV Cable LOS B (S.U.E.*) --- TV
Vertical ---
Proposed Barbed Wire Fence- O I Drainage Box: Catch Basin, DI or JB
U/G TV Cable LOS C (S.U.E.*) ,
Existing Right of Way Marker .�, Paved Ditch Gutter
Existing Wetland Boundary --- U/G TV Cable LOS D (S.U.E.*) Tv
Existing Right of Way Line Storm Sewer Manhole
Proposed Wetland Boundary .R U/G Fiber Optic Cable LOS B (S.U.E.*) °Pa
Existing Endangered Animal Boundary E.e New Right of Way Line O Storm Sewer U/G Fiber Optic Cable LOS C (S.U.E.* Tv a
) —
Existing Endangered Plant Boundary EP° New Right of Way Line with Pin and Cap K. A UTILITIES. * TR FO
U/G Fiber Optic Cable LOS D (S.U.E.*)
Existing Historic Property Boundary we --
New Right of Way Line with POWER: GAS:
Known Contamination Area: Soil -V.-s-V.- Concrete or Granite RAW Marker
® O Existing Power Pole •
New Control of Access Line with b Gas Valve -- 0
Potential Contamination Area: Soil -s- Proposed Power Pole
Concrete C/A Marker ® P Gas Meter
Known Contamination Area:Water -AP:-`"-X ExistingJoint Use Pole
Existing Control of Access U/G Gas Line LOS B (S.U.E.*)
Potential Contamination Area:Water -=-W-= Proposed Joint Use Pole -- - -
New Control of Access -- ® U/G Gas Line LOS C (S.U.E.*) - -—
Contaminated Site: Known or Potential
.®. 7� Power Manhole -- - --- - -
Existing Easement Line - - - U/G Gas Line LOS D (S.U.E.*)
BUILDINGS AND OTHER CULTURE: New Temporary Construction Easement E Power Line Tower Above Ground Gas Line A/G Gas
Gas Pump Vent or U/G Tank Cap 0 Power Transformer n
New Temporary Drainage Easement TDE
Sign c) U'G Power Cable Hand Hole -- SANITARY SEWER:
New Permanent Drainage Easement - PDE
Well H-Frame Pole - 00 Sanitary Sewer Manhole - a" New Permanent Drainage /Utility Easement DUE Sanitary Sewer Cleanout CD
Mine New Permanent Utility Easement - PUE U/G Power Line LOS B (S.U.E.*)
Foundation L I U/G Power Line LOS C (S.U.E.*) -
U/G Sanitary Sewer Line -- s.
New Temporary Utility Easement -- - TUEAbove Ground Sanitary Sewer Arc Sanitary Sewer
Area Outline New Aerial Utility Easement AUE U/G Power Line LOS D (S.U.E.*)
Cemetery SS Forced Main Line LOS B (S.U.E.*)
TELEPHONE: *)
U.E SS Forced Main Line LOS C (S.U.E.*)
Building - I 7 ROADS AND RELATED FEATURES:
School . Existing Telephone Pole f SS Forced Main Line LOS D (S.U.E.*)- Fss
I - I Existing Edge of Pavement - -
Proposed Telephone Pole
Church MISCELLANEOUS:
U Existing Curb --- --
Dam Telephone Manhole-- OO
Proposed Slope Stakes Cut
HYDROLOGY: r Telephone Pedestal ❑T Utility Pole •
Proposed Slope Stakes Fill
Stream or Body of Water Telephone Cell Tower Utility Pole with Base ❑
Proposed Curb Ramp Utility Located Object --- - C
Hydro, Pool or Reservoir U/G Telephone Cable Hand Hole "N
Existing Metal Guardrail
11
Jurisdictional Stream -_ - U/G Telephone Cable LOS B (S.U.E.*) Utility Traffic Signal Box
_
is Proposed Guardrail T T T Utility Unknown U/G Line LOS B (S.U.E.*) m,T,
Buffer Zone 1 ----- -- - - - - ------ BZ 1 U/G Telephone Cable LOS C (S.U.E.*) --
Existing Cable Guiderail n
Buffer Zone 2 --- BZ 2 U/G Telephone Cable LOS D (S.U.E.*) UG Tank;Water, Gas, Oil -
Proposed Cable Guiderail n n n n
Flow Arrow E U/G Telephone Conduit LOS B (S.U.E.*) --- Underground Storage Tank,Approx. Loc. (UST)
Equality Symbol A/G Tank;Water, Gas,Oil
Disappearing Stream - U'G Telephone Conduit LOS C (S.U.E.*) - -
Pavement Removalb
Spring -- -_ U/G Telephone Conduit LOS D (S.U.E.*) — Geoenvironmental Boring
Wetland VEGETATION: U/G Test Hole LOS A (S.U.E.
U/G Fiber Optics Cable LOS B (S.U.E.*) -
*) -- T
Single Tree o__ Abandoned According to Utility Records AATUR
Proposed Lateral,Tail, Head Ditch » > > U/G Fiber Optics Cable LOS C (S.U.E.*) —-
`� Single Shrub a End of Information
False SumpU/G Fiber Optics Cable LOS D S.U.E.* E.O.I.
m P ( )

PROJECT REFERENCE NO. SHEET NO.
R-4590 IC
SURVEY CONTROL SHEET B-4590 Location and Surveys
W/EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION
I
I
I Lp
1790 2°
\ -:i:/ 1 ct),
B4590-I \� °'�
• `� / ‘ / l''
1 1 G vZ�r L.� // �\ BRIDGE ' 29 ` j
1 1 J / TEEL SWING BRIDGE)
1 \ / r�' �,, --I CASTLE- HAY/V tj
1 - -------- _ _ Us E ROB4590 2 ---.--v,f S��BL=2 � ��V:-..'..-"'"=--
-� --�-_/Pj _ BL NC /33A� 1
• \- ------ BMI _-- ----___- - �� -- r
BL I oT --- - -01.3' E 589.88 -� �-' 4g01.3" E ►/ ;BM2 5�°�/i433"E 20� PO B4590 3
25' - --�
.00'
o / -\\%C; / �� / �ho.i ( 1 � •
\o� \ /,`L 4) I i-_ A B4590-4
, j j ° �,1/4� / \�
�. ................................ ... ... \ v 6 POINT DESC. NORTH EAST ELEVATION BL STATION OFFSET
BM1 ELEVATION = 10.29
QN 186535 E 2320356
B45901 GPS CAP & REBAR 185325.5830 2318560.0290 34.51 5.00.00 0.00
BL STATION 27 44.00 13 LEFT C7 845902 GPS CAP 6 REBAR 185754.8990 2319576. 1360 45.63 16-03.08 0.00
RR▪ -SPIKE. IN' 18' MAGNOLIP.",..,.,.. ."'_' BL1 TRV CAP & REBAR 186060.0910 2320087. 1770 23.46 21.98.32 0.00
....................................... %// BL2 TRV CAP & REBAR 186730.0850 2320487.3970 11.75 29•78.74 0.02
BM2 ELEVATION = 10.69 BL3 TRV CAP & REBAR 187318. 1220 2320954.3170 14.87 37.29.61 0.00
N 187007 E 2320798 845903 GPS CAP & REBAR 188023.0130 2321843.2440 17.69 48.64. 10 0.00
/J/
BL STATION 33.88.00 71 RIGHT / B45904 GPS CAP & REBAR 188871.9330 2322567.8720 7. 19 59.80.23 0.00
RR SPIKE IN 30' SYCAMORE
• ................................... EL
PDINT N E _ BEARING DIET DELTA D L T R
POT 186200.907 2320159.110
LINE N 33°25'01.3" E 589.88
POT 186693.266 2320483.972
LINE ' N 33°25'01.3" E 430.95
PC 187052.975 2320721.309
CURVE N 41°48'22.3" E 208.98 16°46'41.7"(RT) 08°00'00.0" 209.73 105.62 716.20
Dpp T ^/ PT 187208.750 2320860.618
A U iv 3 E S CTn T T 1 F I O N LINE N 50°11'43.3" E 420.00
POT 187477.622 2321183.275
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASE ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "B5490-2" E Y
WITH AD 83/NA 2G11 STATE PLANE GRID COORDINATES OF POINT N E BEARING DIST
N NORTHI G: 185754.899(ft) EASTING: 2319576.136(ft) POT 185693.266 2320483.972
ELEVATION: 45.63(ft) LINE S 18°06'25.9" E 303.50
THE AV RAGE COMBINED GRID FACTOR USED ON THIS PROJECT POT 186404.799 2320578.297
(GROUND TO GRID) IS: 1.0000259719 NOTES:
THE N.C. LAMBERT GRID BEARING AND I. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.
m LOCALIZED HORIZONTAL GROUND DISTANCE FROM
°B5490-2" TO -L- STATION 1C+CC.0C 1S 2. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCES. IF
Q N 52°34'55.19" E 734.02 FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT THE LOCATION
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES AND SURVEYS UNIT.
o�
LL E VERTICAL DATUM USED IS NAVD 88
A
z�x
�3a

PROJECT REFERENCE NO. SHEET NO.
• B-4590 1D
PROPOSED ALIGNMENT CONTROL SHEET B-4590 Location and Surveys
L
TYRE STATIO\ \ORTH = AST
POT 10 . 00a00 18620009068 2320159 . 1103
PC 20 . 21 . 00 187053 . 1223 2320721 . 4064
PT 22 ' 30 38 187208 . 6369 2320860 . 4828
POT 26 . 50 56 187477 . 6218 2321183 . 2754
z
0
Y
TYPE STATIO\ \ORTH = AST
POT 10 . 00 . 00 186693 . 2663 2320483 . 9716
POT 13 ' 03 . 50 186404 . 7991 2320578 . 2973
(D
m
NOTES;
2S I. PROJECT CCNTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.
�ca 2. THE PRCPCSED ALIGNMENT CCNTRCL DATA FCR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS
m Oz
0o SOURCES. IF FURTHER INFORMATINO REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT
no- THE LOCATION AND SURVEYS UNIT.
zo_
•

P PROJECT REFERENCE NO. SHEET NO.
` PAVEMENT SCHEDULE BRIDGE NO. 640029 B-4590 2A-I
ROADWAY DESIGN PAVEMENT DESIGN
(FINAL PAVEMENT SCHEDULE) ENGINEER ENGINEER
` *`H'CA T�4,
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, N
C 1 •i2�:4Ci-
AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. IN EACH OF TWO LAYERS. ;� 't
SEAL
046062
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 59.58, ':cs.f!G INt'?'a"c'
C2 AT AN AVERAGE RATE OF 110 LBS. PER SO. YD. PER 1" DEPTH, TO ••,,tts�4,&,,,`O
BE PLACED IN LAYERS NOT TO LESS THAN 'Gt.. IN DEPTH OR
GREATER THAN 2" IN DEPTH.
DOCUMENT NOT CONSIDERED FINAL
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, UNLESS ALL SIGNATURES COMPLETED
D1 TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, RUH
D2 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21,t" IN DEPTH OR
— GREATER THAN 4" IN DEPTH.
El PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825.00,
AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
-L-
PROP. APPROX. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
E2 AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" DEPTH TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER 8' 8' 11' __ 'VARIES 11' 6'
THAN 51/2" IN DEPTH. 5' 0'- 10.5'
R 1 SHOULDER BERM GUTTER
BIKE
•
LANE
D1 C1�/1 @ POINT 4
f10 FDPS
T EARTH MATERIAL EXIST _ , 3.7 0.08 0.025 0.025 FO 8
\ I AO -- VARIES
GROUND 0 EXIST
® EXISTING PAVEMENT GROUND
U EXISTING PAVEMENTL. 1iVAR.
GRADE TO THIS LINE
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL) TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 1
-L- STA. 14+00.00 TO -L- STA. 15+00.00
NOTE: ALL PAVEMENT SLOPES ARE 1:1 UNLESS NOTED OTHERWISE '-L- STA. 22+00.00 TO -L- STA. 22 +50.00
c -L-
E2 D1 D2 aC2 9 G D2, E2
1111111
_ _
2 12 -L-
3" MIN. �J U MIN.2 " 3"
MIN. MIN.
8' 8' 11' _ _ _-'VARIES _ 11' 5' 1'
STANDARD WEDGING DETAIL L_ 5' 0'- 8.5' BIKE
KE GRADE LANE
LANEI
E1 Dl Cl CM (CO El 010
3 n oB O O 0.025 V 0.025 .,y 0�,
r VARIES
O II
° GO 111
GROUND % m' EXIST
T GROUND
— �1� �=� GRADE TO THIS LINE
1 1 V
11 TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2
6 L -L- STA. 15+00.00 TO -L- STA. 16+00.00
E GRADE TO THIS LINE *-L- STA. 21 +00.00 TO -L- STA. 22 +00.00
N SHOULDER BERM GUTTER DETAIL
-L- STA. 16+88.83 TO -L- STA. 16+98.83 LT
o LL -L- STA. 19+90.17 TO -L- STA. 20+00.17 LT
o!a
o u
' sLL
znN
a 0,;
o✓:
OCT 19

PROJECT REFERENCE NO. SHEET NO.
PAVEMENT SCHEDULE BRIDGE NO. 640029 8-4590 2A-2
ROADWAY DESIGN PAVEMENT DESIGN
(FINAL PAVEMENT SCHEDULE)
ENGINEER ENGINEER
C1 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, •citFo`c Si;q�;.:+.S
AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
-L- I I' SEAL
046062
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 59.58,
AT AN AVERAGE RATE OF 110 LBS. PER SO. YD. PER 1" DEPTH, TO `'ro;tts i�'IO.`'�•
C2 8' 3' 5' _ 11' 'yARIES 11' 5' 2'�" 5' 3' ...,..,,.,..
BE PLACED IN LAYERS NOT TO LESS THAN 11t" IN DEPTH OR -- -- i - - - -
GREATER THAN 2" IN DEPTH. BIKE r ��-4' _ BIKE SIDEWALK
LANE GRADE LANE DOCUMENT NOT CONSIDERED FINAL
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, A♦ POINT I ♦ UNLESS ALL SIGNATURES COMPLETED
D1 TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. J D1 I C� C' D1
f/ " El
11
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, O O 0.025 1 0.025 O O 0.02
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" _ 3'1 0 / y CARIES RSSH
D Z DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2Y5" IN DEPTH OR EXIST V EXIST
GREATER THAN 4" IN DEPTH. GROUND T 11" T GROUND
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825.00, GRADE TO THIS LINE
AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
AT
PROAN AVERAGE RATE OFP. APPROX. VAR. PTH 114ASPHALT LBS. PERNC SORE YD.TE BASE PER 1" DEPTHTYP TOE B25.00, TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3
E2 BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
1/THAN 52" IN DEPTH. —L— STA. 16+00.00 TO —L— STA. 17+13.00
R 1 SHOULDER BERM GUTTER `—L— STA. 19+76.00 TO —L— STA. 21 +00.00
T EARTH MATERIAL
-L-
U EXISTING PAVEMENT
_ 42'-1" _
39'-6"
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL) 1'-3.5" L 5' 11' 11' _ ]' 6/i 5' 1'-3.5"
BIKE 1 BIKE 6IDEWALK
NOTE: ALL PAVEMENT SLOPES ARE 1:1 UNLESS NOTED OTHERWISE LANE LANE
i00 1 GRADE 00
POINT
0.025 0.025 0.02
,I
TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO. 4
—L— STA. 17+13.00 TO —L— STA. 19+76.00
cL -Y-
_ 8' 3' 5'-6" 2' 11' _ 11' 6' ..-
SIDEWALK
GRADE
POINT
Dl Cl Cl Dl 4' .
EXIST E7I El _FDPS 1
GROUND 3.��,J"� 0.02 0.025 y 0.025 .v O.08
wA, JI:1 II _VARIES
'CI).
� EXIST
11 �'J GROUND
a GRADE TO THIS LINE
-o
0-
N
0
TYPICAL SECTION NO. 5 USE TYPICAL SECTION NO. 5
N a
6-a., —Y— STA. 10+14.05 TO —Y— STA. 10+90.00
O-'C •
o rt
zo7-
a0y,
m..w
arm

PROJECT REFERENCE NO. SHEET NO.
B-4590 2C-3
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
•
0 25' 0" z
p m 3-115" 3-1i�t" 3,_11z5 3'-1L2" C.
1-1 2" 4/4"4/4" _ 41/4"4/4" 2" >"
1 W-BEAM MI DSPAN1 r — r „
H z /PANEL SPLICE f_1214" <Q
r p Ti_{ o 0 0 �, 4, LL J p f-I
rrl , u " , , d z
�,~j Z 7�0 o o / r, r, 0 CC
= D m o o w Q z _
O C7
=�Op �� \ t 1s" DIA. i QU0=01U-I
Z �5z" X 11/e" ITYP.� 3�„ x 2Lz" (TYPO HOLES m 1—2 ~Z
H p r SPLICE BOLT SLOTS POST BOLT SLOTS
Cn 0 L1J
• D > STANDARD W-BEAM GUARDRAIL I �11/8" z cc p up cc
H
8" 11/8 I 1 ~ >
1-1
CL
O 1" r I w Cl
z + I PLAN o
6" 8" 6" 8" f- -:- 1 i
1-.-1 I'�"1 r`—'1 1-____, 7,6„ DIA ; ; i 1 i
�� (� �� CENTERED ��\ 1 j b1
n / t n _ ON 6" SIDE -.1- ^ 01
-f DIA. Iv 1- 111
-, %8" DIA.• =�' J 1/ „+ / „ i
Cr) i,1 1s 1s / z
C - �- + 2 „+ s„ 1s" DIA. rCC D WOOD OFFSET BLOCK = O
-. 3"13'r \ i - 0„ HOLES 4 M
P, p (FOR WOOD POSTS) r-T 1 MAN I Q
23 1 i 1 0 1 Hz-I J
ID
7A l'o i )) ) n
( 21/2„x34„ I I oar 0p
1--I H SLOT . - `� +, J z
z o /q 'p 1""1
r co 2'-0" X 1'-6' 3 I�
Cl) I 01 r/ SOIL PLATE ^I�. G Q
77
co
/ IA. W —II
QQ
1-1
CA
I-� 50 Cr
� 7�2 DIA. 1 Q
0 ', 4/)
---:2--, c., SIDE FRONT 1 cc O
z O
STANDARD SHORT WOOD ROUTED SIDE FRONT
LINE POST BREAKAWAY POST OFFSET BLOCK
"W6" STEEL POST
STEEL TUBE
TS 6"x8'x0.1875"
SHEET 6 OF 8 VTM PARTS SHEET 6 OF 8
862D02 862D02
CONTRACTS STANDARDS
.�'771,7 AND DEVELOPMENT UNIT
•••••a�0.`,FESS%-`H>,'•,' Office 919-707-6950 FAX [phone]
' SEAL
E.% S. 022966 ; SEE TITLE BLOCK
ORIGINAL BY:J.HOWERTON DATE: 3-7-2018
MODIFIED BY: DATE:
CHECKED BY: DATE:
FILE SPEC.:

COMPUTED BY:MLK DATE:10002018 D g� ,6�p g T�7 p PROJECT REFERENCE NO. SHEET NO.
•
S CHECKED BY: CJY DATE:1505Q018 STATE OF NORTH CAROLINA
B 4590 38-1
SUMMARY OF EARTHWORK DIVISION OF HIGHWAYS
STATION STATION UNCL EMBANK BORROW WASTE
ERGO.
-L-STA.14+00.00 {_STA.17+13.00 20 600 580
k STA.19+76.00 -L-STA.22+50.00 296 285 11 PAVEMENT REMOVAL SUMMARY SHOULDER BERM GUTTER SUMMARY
SUBTOTALS: 316 885 580 311 SURVEY STATION STATION LOCATION YD. SURVEY STATION STATION LENGTH
-Y-STA.10+14.05 I -Y-STA.10+90.00 72 46 26 UNE LT/RT/CL LINE
-L- 14+58.78 14+82.91 RT 2.15 -L-(LT) 16+88.83 16+98.83 10.00'
SUBTOTALS: 72 46 25 -L- 15+00.00 14+82.91 CL 1311.35 -L-(LT) 19+90.17 20+00.17 10.00'
TOTALS: 388 931 580 336 -I.- 19+68.27 22+00.00 CL 888.99
MATERIAL FOR SHLDR.CONST.: 288 286
WASTE IN LIEU OF BORROW -36
I .
- _ TOTAL: 2,202.49 TOTAL 20.00'
PROJECT TOTALS: 388 1,219 832 300
EST.5%TO REPLACE SOIL IN BORROW PET 42 SAY: 2,210.00 SAY: 30.00'
I
GRAND TOTALS: 388 1,219 873 300
1
SAY: 466 880
' •GEOTECHNICAL QUANTITIES PROVIDED BY NCDOT: UNDERCUT EXCAVATION = 200 CY(CONTINGENCY)
SELECT GRANULAR MATERIAL- 500 CY(CONTINGENCY)
GEOTEXTILE FOR SOIL STABILIZATION = 300 SY(CONTINGENCY)
6'PERFORATED SUBDRAIN PIPE= 200 LF(CONTINGENCY)
ROCK PLATING = 1100 5Y LIST OF PIPES,END WALLS,ETC. (FOR PIPES 48" & UNDER)
GEOTEXTILE FOR ROCK EMBANKMENTS - 350 5Y
ENDWALLS Oy
i
ra<, O m OU p ABBREVIATIONS
Z>
O STD.838.01, Z 4a U ..N X m a W
STATION _ Z DRAINAGE PIPE C.S.PIPE C1ASS III R.C.PIPE STD.838.11 J _ e G C.B. CATCH BASIN
4, ite, (GAP ONLY) (UNLESS NOTED OTHRWISE( (UNLESS OTHERWISE NOTED) Cl F c 69 N A .� c m
OR O'~" FRAME,GRATES C '' O w c N.D.I. NARROW DROP INLET
p STD.838.80 O<+ AND HOOD .6 o m a N R 1 m .- D.I. DROP INLET
(UNLESS 'B STANDARD 840.03 v� A w O g Q
z O NOTED Cl ' p z, Q '(•' r G.D.I. GRATED DROP INLET
"' OZ ; ; s OTHERWISE) UN $ A 3 p 12 U = O u G.D.I.(N.S.J GRATED DROP INLET
LI y m o w F (NARROW SLOT)
Q17- W W U b_ •� 'm t m m F 1.8. JUNCTION BOX
SIZE "' z w 12" 15' 18" 24'30' 36"42' 48" 12` 15' 18' 24' 30' 36' 42' 48' 12' 15' 18' 24' 30' 36' 42" 48' CU.YDS. . A B "' 3 V d " M.H. MANHOLE
0 o i s d P o O g .4 17, . € t i m
F j O 3 ; Z n ti u T.B.D.I. TRAFFIC BEARING DROP INLET
Z
THICKNESS I g g o o n v y tl < m 4a H N "2 `„.2, i W m T.B.J.B. TRAFFIC BEARING JUNCTION BOX
OR GAUGE n 2 • D •g O 0 O i N t ] Z0 °o TYPE OF GRATE o fj '' P ' -. LL Z Z p '� ` V 'd 1
iei. S. 0 O N rc V r i ti H 8. - _ 0 O O OV Z Z ,u
~ o C t7 t9 l7 0 S REMARKS
n c -, 2 11 E F G
- _ a
-L-16+94 RT 0401 14.70 _ 1 1 1
0401 0402 10.50 10.30 36
-L-16+94 LT 0402 14.90 1 1 1
0402 0403 10.20 1.90 44 2
_-L-19+95 RT 0404 15.20 1 1 1
I 0404 0405 11.00 10.70 36 - _ -
-L-19+95 LT 0405 15.40 1 1 1
0405 0406 10.60 10.00 28
-L-20+85 RT 0407 14.00 1 1 1
0407 0408 6.90 6.70 36 23 REMOVE EXISTING 36"RCP
PROJECT TOTALS I W 136 I 5 3 2 1 2 2 2 23
"N"= DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W = TOTALWIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. GUARDRAIL SUMMARY
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
LENGTH WARRANT POINT "N` FLARE LENGTH W ANCHORS IMPACT REMOVE
SURVEY DGT TOTAL ATTENUATOR SINGLE REMOVE AND
BEG.STA. END STA. LOCATION SHOUL. - TYPE 350 FACED EXISTING STOCKPILE REMARKS
C UNE SHOP DOUBLE APPROACH TRAILING FROM WIDTH APPROACH TRAILING APPROACH TRAILING TYPE GUARDRAIL GUARDRAIL EXISTING
STRAIGHT E.O.L.
TL-2 GUARDRAIL
E.O.L
E CURVED FACED - END END END END END END III '
EA G NG
.4- 15+44.25 17+13.00(BR) LT 168.75 17+73.00(BR) 5.00 8.00 25.00' 1 1 1
0- -L- 19+76.00(BR) 20+32.25 LT 56.25 19+76.00(BR) 5.00 6.00 25.00' 1 1 1
rr -L- 15+47.32 17+13.00(BR) RT 106.25 100.00 17+13.00(BR) 12.50 15.50 1 TIE TO EXISTING GUARDRAIL
0' _ _ _
m .
N -I.- 19+76.00(BR) 21+28.98 RT 68.75 87.50 19+76.00(BR) 12.50 15.50 25.00' 1 1 1
m - - - ANCHOR DEDUCTION
,a MP_ E III:4 C 18.75'- 75'
n, SUBTOTALS 400.00 187.50 4 3 TYPE TL-2:3 C' 25'= 75'
iLLTOTAL=
ANCHOR DEDUCTION 150.00 0.00
25 ADDI710NALD 50.00'GUARDRAIL 1POSTS= 5
h oi TOTAL 250.00 187.50
p--'1 _ _ -
NAll SAY 262.50 200.00
Z 0(
GT-
0-,-...arw

1 - Q. PROJECT REFERENCE NO. SHEET NO.
8-4590 5
Lri 50 ROADWAY S
ENGINEER ENGINEER
.4 CARD(N' •�Ot'lH^'CAIo
40 • I. 046062 E '; _p i 18442
=�H�++.,'�G INE'!::J���.` ''ysp� 4�C INEt�`�..
rr'rit uu'''•;0 4ri SON��.�d•,,
30 DOCUMENT NOT CONSIDERED FINAL
BEGIN PROPOSED GRADE BEGIN BRIDGE EEmr.EE PI= 17+10.00 PI= 19+40.00 END BRIDGE EE PI= 20+82.00 END PROPOSED GRADE UNLESS ALL SIGNATURES COMPLETED
-L- STA/4+O0.00 -L- STA17+13.00 On EL = 15.97' EL = 16.66' -L- STAI9+76.00 11 L = 14.43' -L- STA22+50.00 .M_
ELEV.= 1039' .... VC = 290' VC = 170' a■VC = 114' ELEV.= 15.08'
20 .� DS = 65 MPH DS =951 MPH ...TA 'S = 44 MPH ', I I 20
11 \■L
\, n!u.aiium■ri-. 9AIIILI�RII7- ..._ .i;Ll:.I;.�i:,monla�1ar'w iL �, •■-fc]■=acG G`■_9c]■C
o c
_a=
10wac=mr 11 G]■ ]fG]■]■C]■= NL1I 10
c a
«»o�ca�e1:■■ae I: nSL:e•\ oSYaiiG•• .\■■■■BM
11[.. . 11■GGNiGi■■■■■■■■■■■1 I --3..:, �:�.. RR SPIKE IN 30'SYCAMORE
11 1 I. 11 11■■■■■
_ 1! 11 1 /J■■1: I `�Ilrl'"ii I. -L- STA20+24$7
i!::::•: : II I WI -' 'DI1
BM 'I siC.IiA;rSI�.x■rn E114A :. ii.. o:a■1■RR■a■3■■oI■u■■■■o■■nu■•I• .\ .:.� 'C/ :alou■89.42 RT.
nmu
0 RR SPIKE IN le MAGNOLIA n■■c; ' I I■OGnniu.7■■ouMMMMMi .� ary ue a■■ELEV.= 10 69 0
-L- STA13+87J3 ilo■a 11 1 - sea.vz■vl�uslnii.ogv1.:: oa uc.
STRUCTURE HYDRAULIC DATA ■■■■■•■�■■■- 11 A
1935'LT. .I■nnn■n■■■u■■Rn•••I .an a-.nmfaoml ' oii�u
DRAINAGE AREA = 31.8 SQ.Ml. , „ ■■„ ;.1,;,
ELEV.= 1029' DESIGN DISCHARGE = 4600 CFS " "'I -�: II
-10 DESIGN FREQUENCY = 25 YRS • `= �" IIV -10
1 M.L.
1 E105,t "•I■WIL.dhe
DESIGN HW ELEVATION = 22' FT ,. ,■,,.n CEP,I,
_ BASE DISCHARGE = 6200 CFS . '1,.1:- -
BASE FREQUENCY = 100 YRS 1 ud�mewm pmlu
1'I ;■�.1 �aM�ll
-20 BASE HW ELEVATION = 39' FT 1I ' cueOH -20
OVERTOPPING DISCHARGE = 30000 CFS IMS.
• rME
OVERTOPPING FREOUENCY= 500+ YRS a1,1a
OVERTOPPING ELEVATION = 9.8' FT - 51EMM"•
-30 ACTUAL ELEVATIONS WILL BE HIGHER THAN I RIGHT DITCH 1 -30
ELEVATIONS SHOWN DUE TO BACKWATER
EFFECTS FROM THE NORTHEAST CAPE -
FEAR RIVER ; SEE SHEET NO.4 FOR -L-AUGNMEN
12 13 14 15 16 17 18 19 20 21 22 23 24 25
50 50
40 1 1 40
30 30
�■■r
BEGIN PROPOSED GRADE
-Y- STAl0+I4A5 EL =p/_ /0+7100 12A0' iiE iiE EN-Y-D STAID+90„PROPOSEDOp GRADE
20 ELEV.= 13.43' VC= 18 8' ;■■ELEV.= 1193' 1 EXISTING BRIDGE!
• 1■I, 20
10 1..,1- 10
I.i11i1''L... 11
0 JGi■c W. _ai= 0
—10 —10
C
N
-20 -20
N
2
N
a.
m
-30 -30
- ,_ :
1 SEE SHEET NO.4 FOR -Y-ALIGNMENT
Z.
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ar:
10 11 12 13

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T.I.P.NO. SHEET NO.
STATE OF NORTE CAROLINA B-4590 UO-1
- 's••'= r DIVISION OF HIGHWAYS
Si NOTE:
3 I l ,1 © M ALL UTILITY WORK SHOWN ON THIS
�' SHEET WILL BE DONE BY OTHERS.
• J UTILITIES BY OTHERS PLANS NO PAYMENT
NTRACT WILL
FBE UTIDLITY WORK
4111 �� � � TH CO
I /PROJECT ,�� NEWHANOVER COUNTY SHOWN ON THIS SHEET.
14.4 °CATION '
a' lir,, F, , '''.4i0r4
Ellial a,rv;-�;• Jr LOCATION: BRIDGE NO. 640029 OVER SMITH CREEK �,�
`) v I ON SR 2812/US117NC 133 (CASTLE HAYNE ROAD) o,
-111-111-11- DETOUR TYPE OF WORK: POWER (DISTRIBUTION) AND COMMUNICATIONS
O VICINITY MAP N.T.S. END BRIDGE
0,i4 BEGIN BRIDGE —L— POT STA. 19+ 76.00
044 —L— POT STA. 17+13.00 i
BEGIN PROJECT --_,,s ..�'s1 x c
y
4 —L— POT STA. 14+00.00 •
END PROJECT
—L— POT STA. 22+50.00
--SEAT END , 1 - I ----
—mu( Y _ —L— SR 2812 _L __
v •�
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CF ir f
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O
V
A
\
V GRAPHIC SCALES , INDEX OF SHEETS UTILITY OWNERS WITH CONFLICTS PREPARED IN THE OFFICE OF441111 DIVISION OF HIGHWAYS
50 25 0 50 100 DIVISION 3
" L J SHEET NO.: DESCRIPTION: (DISTRIBUTION) / ` _- DIV ADDRESS
■,�„�� (A)POWER DISTRIBUTION —DUKE ENERGY So-DEEP SAM NCPLANS �. ssorRa,uaea,Rnd.
UO-1 TITLE SHEET (B)COMMUNICATIONS — CENTURYLINK ? Carte Ray.,NC 28029
50 25 0 50 100 (C)COMMUNICATIONS — CAPE FEAR PUBLIC UTILITY SO DEEP I SAM NC,Inc.
K, F� Ij I UO-2 UBO PLAN SHEET AUTHORITY ,yr Sumner Boulevard,aakryn,NC 27616 Tel a1sa2e-r+es
,,la PROFILE (HORIZONTAL) NABIL HAMDAN REGIONAL UTILITY ENGINEER
10 5 0 10 20 UO-3 UTILITY PROFILE LONNY SLEEPER DIVISION UTILITY ENGINEER
✓: _< L J Keith Garry UTILITY PROJECT MANAGER , PLEASANT
Eft
w L_ bl
■i■I I I J Freddie Bunn PROJECT UTILITY COORDINATOR
V�w�_. LE REGIONAL UTILITY COORDINATOR
V PROFILE (VERTICAL)
N f STEVE DAVIS DIVISION UTILITY COORDINATOR
*94H t, \ /
w �

, PROJECT REFERENCE NO. SHEET NO.
NOTE: B-4590 uo-2
PRIOR TO COMMENCING WORK ON ANY THIS SHEET CORRESPONDS TO RDY-4
PROVIDE .
A DEORSS THENSTALLATION TRENCHLESS,INSTALLATION UTILITIES BY OTHERS
CERTIFIED BY AN ENGINEER LICENSED BY
THE STATE OF NORTH CAROLINA, AS REQUIRED ALL PROPOSED UTILITY WORK SHOWN ON THIS
BY SUBARTICLE 1550-3(B) OF THE STANDARD 29 SHEET WILL BE DONE BY OTHERS. NO
SPECIFICATIONS. '' °��° PAYMENT WILL BE MADE TO THE CONTRACTOR
y a FOR PROPOSED UTILITY WORK SHOWN ON
t / v. THIS SHEET.
0
CENTURYLINK 3' X 2' X 3' BORE PIT
,t
TO INSTALL 3' X 2' X 3' HANDHOLE TEMP CFPUA POLE
AFTER BORE IS COMPLETED
". .I.
0 INSTALL 3' X 2' X 3' HANDHOLES
TEMP AERIAL CFPUA AND i II
' .1. •"*
CENTURYLINK FO CABLE
TO REMAIN FOR DURATION
OF PROJECT/
CONTRACTOR TO REMOVE \
\\\\
FENDERS AROUND TEMP
AERIAL COMM LINES
CFPUA 3' X 2' X 3' BORE PIT LeeHoaHEOcINSTALL 3' X2' X3' HANOLEBANi___./ S \ ueLM
OF E%5TN 8' LINE
I I AROUND DEP LIGHT POLE +/ . -:. .-_ - \ \
-�
IE LOCe TIDN 1 % .1'D v
OF E%ISTING B'F55 LNE VA (AT&T) 4 TM ig - /
•
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1
,41 ALAI 5 E L E N —,-. .1r- -
CFPUA DIRECTIONAL BORE \ `
TH,
(1) 1 .25" INNERDUCT `
\ II
/CENTURYLINK DIRECTIONAL BORE ,\ 1. 7.7144)'
(2) 1 .25" INNERDUCTS . / f
\\ I/
CONTRACTOR TO GRADE `
AROUND DEP POLE
CENTURYLINK 3 XT BORE PIT
TO INSTALL 3' X 2' X 3' HANDHOLE
CFPUA DIRECTIONAL BORE AFTER BORE IS COMPLETED
(1) 1 .25" INNERDUCT
CENTURYLINK TO BORE (1)4"HDPE CONDUIT CENTURYLINK DIRECTIONAL BORE
WITH (3) 1 .25" INNERDUCTS APPROX. 25' (2) 1 .25" INNERDUCTS
FROM CENTER OF EXIST. ROAD,
APPROX. 20' BELOW CHANNEL BED
z
.c CFPUA WILL OWN (1) 1 .25' INNERDUCT WITHIN
:::9
.. THE CENTURYLINK OWNED 4" CONDUIT
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r I I r I 1 1 I I 1 I I I r I I i I I I I I I I I I I I I I F I r F.A. PROJECT NO.: BRNHS-117(5)
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20I00
T. +0.3000%
PI = 17+10.00 SPAN A SPAN B SPAN C PI = 19+40.00
EL.= 15.97 EL.= 16.66
VC = 290' VC = 170'
GRADE DATA -L- GRADE DATA -L-
FIX. FIX. FIX. FIX. FIX. FIX.
FILL FACE (0 END BENT 1 FILL FACE Ca END BENT 2
SA -L- STA.19+76.00 -L-
GRADE
PT.PT.EL.EL.15.46 GRADE PT.EL.15.96
BEGIN FRONT SLOPE 1' 6"TO LIMITS OF UNCLASSIFIED BASE DISCHARGE (0100)
STA.17+00.73 -L- I 1' 6"TO LIMITS OF UNCLASSIFIED
20 STRUCTURE EXCAVATION H.W.EL.3.90 STRUCTURE EXCAVATION
GRADE PT.EL.15.33 1'-7"BERM LOW CHORD OHW
,' NORMAL TO CAP EL. EL.3.30 M.H.W. LOW CHORD
-, UNCLASSIFIED (9 18 17) EL. EL.10.00 �-
10 �EL.13.00t Ti rr
± _ STRUCTURE r r
r rr �i����7��IV EL.14.00±
EXCAVATION , ' ' a
7\--
0 z —EL.0.00± H �rrr n rrrr� rr rr v 4ri� EL.0.00+- EXCAVATE TO APPROXIMATE
H _- _^ BOTTOM OF EXISITNG
_ \ ( _ " I I " CAP EL.5.67 �� EL.6.80 GROUND LINE
o r �[ , H" BOTTOM OF 1 -`,.. ; ',', e- . UNCLASSIFIED
-10 n d CAP EL. ;; �\ ', �—EXISTING' / STRUCTURE
I� II FENDER /
. o �Q. r„ w� ( ,` �� EXCAVATION
,c 1, 1 1 1
-20 �2' EXCAVATE TO I I I t..4.-II-P� 'I'I y� EXISTING .
ti EL. 26.00± i , �� 5'-0"X 5'-0"
HP 12X53 EL 2.00 L „ , I I SUBSTRUCTURE RIP RAP PAD
STEEL PILES " "^-�- -- - )TYP.) w (KEY IN TO I HEREBY CERTIFY THESE PLANS
(TYP.) CLASS II RIP RAP EL.-20.00* EL.1.80) ARE THE AS-BUILT PLANS
-30 11/2:1 SLOPE
(NORMAL TO CAP) 4iY0)"0 DRILLED PIERS INTEGRAL
INTEGRAL BENT 1 BENT 2 END BENT 2
END BENT 1
SECTION ALONG -L-
n
�-EXISTING
CLASS II \ FENDER /
ROCK PLATING PRIOR TO RIP RAP ti// 1
STA.16+99 -L-
Li,.,,\ r I y 5-0"EARTH BERM FOR RIP RAP PAD
(SEE ROADWAY PLANS) \ //
Z EXISTING EL.1.81 (LEVEL)
1'-0"MIN.EARTH BERM SUBSTRUCTURE
EL.4.31 (LEVEL) � \ \
BENT 1*\-//
CONTROL BENT 2 41
LINE CONTROL
LINE `j
`a- T
W.P."1 i :a W.P.*2 W.P.°3 \ ro(3 n? - z I r1P
FILL FACE (a END BENT 1 I i' \ (a BENT 1 CJ BENT 2 I n:CI �y �` $b
I ' ' " ' I I • END APPROACH SLAB p
STA.17+13.00 -L I STA.17+83.00 -L STA.18+85.00 -L- �P
TO DEAD END ,
r) , C:i ^� i STA.19+90.17 L
' I \ , $ L- ,, I / PC STA. 20+21.00 -L
-
TO APPROACH SLAB I ,, 1 \
,,v I TO NC 133 (CASTLE HAYNE RD)
STA.16+98.83 -L- I i i " BRIDGE ID �-90° 00' 00\ \ '
r; \ C: STA.18+44.50 L (TYP.) l`)C� `,, W.P.*4
BEGIN FRONT SLOPE / j. y j
�;;!-,,.1 FILL FACE CZ END BENT 2
STA.17+00.73 -L- <'1-' ` � -SE LC)C. gy--_-0> STA.19+76.00 L
\ 0
ROCK PLATING PRIOR TO v. \\ \ \ ROCK PLATING BEYOND PROJECT NO. B-4590
STA.16+ Y L \ \ \ (SEE ROADWAY PLANS) NEW HANOVER COUNTY
(SEE ROADWAY PLANS) \ \
± V_
STATION: 18+44°50 -L
SHEET 1 OF 3 REPLACES BRIDGE NO.640029
61'-6"
- 40'-6" \ STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
HORIZONTAL CURVE DATA L
-70' 0"SPAN A 102' o"SPAN B 91' o"SPAN C RALEIGH
PRIE L°DA°R70AC PLANS
DO NOT USE FOR ®maT mawn®m GENERAL DRAWING
P.I.STA.= 21+0"(RT 263' 0"(FILL FACE 0END BENT 1 TO FILL FACE 0END BENT 2)
•
L = 209.38' BRIDGE OVER SMITH CREEK ON
T = 105.44' R5I.I
SR 2812 (CASTLE HAYNE RD)
R = 715.00' BETWEEN DEAD END AND
PLAN ALONG -L-
NC 133 (CASTLE HAYNE RD)
PILES AND DRILL SHAFTS
NOT SHOWN FOR CLARITY RSV(Architects-Engineers-Planners,Inc. REVISIONS SHEET NO.
DRAWN BY L DATE : 06/2018
eu1s.4 Forks C7,915 490 NO. BY: DATE: NO. BY: DATE: S-1
CHECKED BY : MRA DATE : 07/2016 DOCUMENT NOT CONSIDERED N19n NC 2Tfi15
FINAL UNLESS ALL L
919 62 641 09 FAX [phone] 9 SHEETS u
any
DESIGN ENGINEER OF RECORD: POS DATE O7/2018 SIGNATURES COMPLETED N,cow:rm.,nerUnrse n...cornil Cal 2 4 42
2/6/2019
X:\P\1030036006 Div 3 B-4590\Design\Structures\Working DUI\Final Plans\401_001_8459O_SA40_GDI-S-1_640029.Bgn
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BENT 1 CONTROL LINE BENT 2 CONTROL LINE
— HP 12X53 & DRILLED PIERS & DRILLED PIERS
f STEEL PILES HP 12X53-----,.....„
FILL FACE STEEL PILES
Ca END BENT 1 miii 4 0 4' 0"0
DRILLED PIERS
(TYP.) DRILLED PIERS
(TYP.) FILLND FACE
I ca E BENT 2
M A ► T M
T
+ L
W.P.*1 "? - Q, W.P.*2 a W.P.*3 "' W.P.*4
STA.17+13.00 -L- - i o s io
STA.17+83.00 L , o STA.18+85.00 L :14iSTA.19+76.00 L
Wa>_ -
WI N
8e BRIDGE ID• di
STA.18+44.50 -L- 1
4
1 90°-00' 00"
I M 0 m ITYPJ r}1
h n'1 1
+ I
t t
I
2 If
1'-7%2" i 4+-- u, r in II V-7'/2"
TO PILES F TO PILES
INTEGRAL
END BENT 1 BENT 1 BENT 2 INTEGRAL
END BENT 2
FOUNDATION LAYOUT
DIMENSIONS LOCATING PILES AND DRILLED PIERS ARE
SHOWN TO THE PILE AND DRILLED PIER CENTERLINES
FOUNDATION NOTES
FOR PILES,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. INSTALL DRILLED PIERS AT BENT NO.2 TO A TIP ELEVATION NO HIGHER THAN -61 FT (LT/C)AND -57 FT
(RT)WITH THE REQUIRED TIP RESISTANCE.
STEEL H-PILE POINTS ARE REQUIRED FOR STEEL H-PILES AT END BENT NO.1 AND END BENT NO.2.FOR
STEEL PILE POINTS,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. THE SCOUR CRITICAL ELEVATION FOR BENT ND.2 IS ELEVATION -29 FT (LT)AND -30 FT (RT).S000R
CRITICAL ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE
PILES AT END BENT ND.1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 100 TONS PER PILE. STRUCTURE.
DRIVE PILES AT END BENT NO.1 TO A REQUIRED DRIVING RESISTANCE OF 170 TONS PER PILE. PILES AT END BENT NO.2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 100 TONS PER PILE.
PREDRILLING FOR PILES (P1 AND P2)IS REQUIRED AT END BENT NO.1.PREDRILL PILE LOCATIONS AT P1 DRIVE PILES AT END BENT NO.2 TO A REQUIRED DRIVING RESISTANCE OF 170 TONS PER PILE.
AND P2 TO AN ELEVATION NO LOWER THAN -45 FT WITH EQUIPMENT THAT WILL RESULT IN A MINIMUM
PREDRILLING DIAMETER OF 18 INCHES AND A MAXIMUM PREDRILLING DIAMETER OF 20 INCHES.FOR PREDRILLING FOR PILES (P1 AND P2)IS REQUIRED AT END BENT NO.2.PREDRILL PILE LOCATIONS AT P1
PREDRILLING FOR PILES,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. AND P2 TO AN ELEVATION NO LOWER THAN -32 FT WITH EQUIPMENT THAT WILL RESULT IN A MINIMUM
PREDRILLING DIAMETER OF 18 INCHES AND A MAXIMUM PREDRILLING DIAMETER OF 20 INCHES.FOR FOR DRILLED PIERS,SEE SECTION 411 OF THE STANDARD SPECIFICATIONS. PREDRILLING FOR PILES,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. PROJECT NO. B-4 5 9 0
DRILLED PIERS AT BENT NO.1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 515 TONS PER PIER.CHECK TESTING PILES WITH THE PDA DURING DRIVING,RESTRIKING OR REDRIVING MAY BE REQUIRED AT END NEW E W H A N O V E R
COUNTY
FIELD CONDITIONS FOR THE REQUIRED TIP RESISTANCE OF 50 TSF. BENT NO.1 OR END BENT NO.2.THE ENGINEER WILL DETERMINE THE NEED FOR PDA TESTING.FOR PDA
+ PERMANENT STEEL CASINGS ARE REQUIRED FOR DRILLED PIERS AT BENT N0.1.D0 NOT EXTEND TESTING,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
PERMANENT CASINGS BELOW ELEVATION -30 FT (LT)AND -38 FT (C/RT)WITHOUT PRIOR APPROVAL FROM DO NOT DEWATER DRILLED PIER EXCAVATIONS AT BENT NO.1 AND BENT NO.2.CLEAN THE BOTTOM OF STATION: 1 8+4 4 R5 0 -L-
THE ENGINEER. EXCAVATIONS WITH A SUBMERSIBLE PUMP OR AN AIRLIFT.WET PLACEMENT OF CONCRETE IS REQUIRED.
SHEET 2 OF 3
INSTALL DRILLED PIERS AT BENT NO.1 TO A TIP ELEVATION NO HIGHER THAN -61 FT (LT/C)AND -56 FT SLURRY CONSTRUCTION IS REQUIRED FOR DRILLED PIERS AT BENT NO.1 AND BENT NO.2.
(RT)WITH THE REOUIRED TIP RESISTANCE.
STATE OF NORTH CAROLINA
SID INSPECTIONS ARE REQUIRED FOR DRILLED PIERS AT BENT ND.1 AND BENT NO.2.FOR SID DEPARTMENT OF TRANSPORTATION
THE SCOUR CRITICAL ELEVATION FOR BENT NO.1 IS ELEVATION -32 FT (LT)AND -39 FT (RI).S000R INSPECTIONS,SEE SECTION 411 OF THE STANDARD SPECIFICATIONS.
CRITICAL ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE RALEIGH
STRUCTURE. CSL TUBES ARE REQUIRED AND CSL TESTING MAY BE REQUIRED FOR DRILLED PIERS.THE ENGINEER WILL DO NOT UPRELIMINARY
DE a FOR CONSTW)10T)08( GENERAL DRAWING
DETERMINE THE NEED FOR CSL TESTING.FOR CSL TESTING,SEE SECTION 411 OF THE STANDARD
DRILLED PIERS AT BENT NO.2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 515 TONS PER PIER. SPECIFICATIONS.
CHECK FIELD CONDITIONS FOR THE REQUIRED TIP RESISTANCE OF 50 TSF. BRIDGE OVER SMITH CREEK ON
PERMANENT STEEL CASINGS ARE REQUIRED FOR DRILLED PIERS AT BENT NO.2.D0 NOT EXTEND RSif SR 2812 (CASTLE HAYNE RD)
PERMANENT CASINGS BELOW ELEVATION -28 FT (LT)AND -29 FT (C/RT)WITHOUT PRIOR APPROVAL FROM BETWEEN DEAD END AND
THE ENGINEER. NC 133 (CASTLE HAYNE RD)
RSBHArchitects.Engineers.Planners,Inc. REVISIONS SHEET NO.
DRAWN BY : TWL DATE : 06/2018 B51:SIa For4c Road Bu,e,RO
,"""' OATS: NO. BY: DATE: S-2
CHECKED BY : MAL DATE : 08/2018
DOCUMENT NOT CONSIDERED R,piBn
B:4B28�100 F.9tsd469080 TOTAL
DESIGN ENGINEER OF RECORD: PDS DATE : 06/2016 FINAL UNLESS ALL www.a.,an.o.m 9 SHEETS
SIGNATURES COMPLETED ,m...m,..,em:,.... 2 4 42
2/6/2019
O:\P\1030036006 DIv 3 0-4590\Design\Structures\Working DCN\Final Plans\401_003_B4690_SMU_GD2_S-2_640029.dgn
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BENCHMARK: BM#2 RR SPIKE IN 30"SYCAMORE, -L- STA. 20+25, 89.0' RIGHT. ELEV. = 10.69 NOTES
\\\ I ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING.
1 ROCK PLATING PRIOR TO \ WOODS THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.
STA.16+99 -L- (ROADWAY PAY ti
PROPOSED GUARDRAIL 0 ITEM AND DETAIL) � � v
(ROADWAY PAY ITEM 9 THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
& DETAIL)(TYPJ \\ BRIDGE /Z �P
STA.18+44.50 -L- /[ y] THIS STRUCTURE CONTAINS THE NECESSARY C. - . 4ek . ORROSION PROTECTION REQUIRED FOR A CORROSIVE SITE.
_._e_.ie.ree•,+.ee WOODS• I CLASS II Pp 0 ALL METALLIZED SURFACES SHALL RECEIVE A SEAL COATING AS SPECIFIED IN THE SPECIAL PROVISION FOR
,. e,eee.ne0 \\ RIP RAP
pM/��MM�NtN.!! // (TYP.) THERMAL SPRAYED COATINGS (METALLIZATION).
'�`e"!ii/lN�ii1l7i, \\ /'M PROPOSED DRAINAGE CLASS AA CONCRETE SHALL BE USED IN ALL CAST-IN-PLACE BENT CAPS,AND SHALL CONTAIN CALCIUM NITRITE
Aa'!M Jiaf�IMP�MMS1IlY10•� ��l \\ All
. PIPE (ROADWAY PAY CORROSION INHIBITOR.FOR CALCIUM NITRITE CORROSION INHIBITOR,SEE STANDARD SPECIFICATIONS.
T T �wv�����. �/1 �\\ ~rz ) ITEM AND DETAIL)(TYPJ
~
-����iyi>- a -�--- �.� ALL BAR SUPPORTS USED IN THE PARAPET,SIDEWALK,DECK,BENT CAPS,END BENT CAPS,AND ALL INCIDENTAL
1i+00 DEAD END 17+0 ail ,i.� \ 18+00 1 . \ 19i00 I 20+00 REINFORCING STEEL SHALL BE EPDXY COATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
--
I• , i PC STA.20+21.00 L
..- \ L l :♦ \ p ✓ ; THE CONCRETE IN ALL DRILLED PIERS,BENT CAPS,AND END BENT CAPS SHALL CONTAIN SILICA ARTICLE
OS
\-- 1024 1
OF THE STANDARD SPECIFICATIONS TO PARTIALLY SUBSTITUTE CLASS F FLY ASH FOR PORTLAND CEMENT IS
Noi - - L . it/i_ TO N�133 EXERCISED,THEN THE RATE OF FLY ASH SUBSTITUTION SHALL BE REDUCED TO 1.0 LB OF FLY ASH PER 1.0 OF
��'�� ���i ��+ CEMENT.NO PAYMENT WILL BE MADE FOR THIS SUBSTITUTION AS IT IS CONSIDERED INCIDENTAL TO THE
AtiW1 iKMI0P�MV`3T������tailAW��,� 1%/ VARIOUS PAY ITEMS.igMw�18L•0/Rogii4m iiiiil�� �� f" �.♦�, ♦ \ i I Om
_ _ ��;I �INKII�IiA1. IMTwm�_ METALLIZE PILES IN ACCORDANCE WITH TABLE 2 OF THE DEPARTMENT THERMAL SPRAYED COATINGS
Iriit fM M� M MIIw%►%►i % '%%%lid %bo�'♦♦���♦���♦♦••♦♦♦♦�.•• \\ ,�j (METALLIZATION)PROGRAM.FOR THERMAL SPRAYED COATINGS,SEE SPECIAL PROVISIONS.
A� �N�M�����.���������/���/i;���� �� t�♦� ♦•♦♦♦4" - 90°-00'-00" J e" ...v. e' . AFTER DRIVING THE PILES,APPLY 1 COAT EACH OF 1080-09 BROWN AND 1080-09 GRAY PAINT TO THE EMBEDDED
Nw \EXISTINGII...... .. . ....5...(TYP.) J� UILDING . , SECTION OF THE STANDARD SPECIFICATIONS.
ED PILE PRIOR TO CONCRETE EMBEDMENT IN ACCORDANCE WITH SECTION 442 OF THE
TEMPORARY WORK 5- ROCK PLATING BEYOND STA.19+90 -L- ALL PAVEMENT MARKING WILL BE IN ACCORDANCE WITH THE PAVEMENT MARKING PLANS AND SHALL PROVIDE FOR
PLATFORM �� (ROADWAY PAY ITEM AND DETAIL) BICYCLES.
. EXISTING--
ROCK PLATING PRIOR TO STRUCTURE / �Ff WOODS FOR UTILITY INFORMATION, NEEDLE BEAMS WILL NOT BE ALLOWED UNLESS OTHERWISE CALLED FOR ON THE PLANS OR APPROVED BY THE
STA.16+99 -L- (ROADWAY PAY WOODS (TYP.) // I� SEE UTILITY PLANS AND ENGINEER.
ITEM AND DETAIL) SPECIAL PROVISIONS
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,THE CONTRACTOR'S
LOCATION SKETCH ATTENTION COMPLIANCEIS WITTHRAPPLI TO ICABLERTICLE STATE R7FI OF EDERALE STANDARD REGULATIONSPPERTAININGG TOANY HANDLOSTS ING OFSULTING MATERIALSOM
CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR "REMOVAL OF EXISTING STRUCTURE
AT 18+44.50 -L-".
THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA OF SHEET S-1 SHALL BE EXCAVATED FOR A DISTANCE OF 51FT TO
THE LEFT AND 56 FT TO THE RIGHT OF CENTERLINE ROADWAY AS DIRECTED BY THE ENGINEER.THIS WORK WILL BE PAID
FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE EXCAVATION.SEE SECTION 412 OF THE STANDARD
TOTAL BILL OF MATERIALS
SPECIFICATIONS.
CONSTRUCTION, REMOVAL OF PERMANENT STEEL UNCLASSIFIED THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE.THIS
MAINTENANCE,AND 4'-0"DIA. 4'-O"DIA. INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR.THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER
REMOVAL OF EXISTING ASBESTOS DRILLED PIERS DRILLED PIERS CASING FOR PDA SID CSL STRUCTURE
TEMPORARY ACCESS cZ STRUCTURE CZ ASSESSMENT IN SOIL NOT IN SOIL 4'-0"DIA. TESTING INSPECTIONS TESTING EXCAVATION CO AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES
STA.16+gga50 -L-
LUMP -L- DRILLED PIER STA.18+44,50 -L BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.
LUMP SUM LUMP SUM LUMP SUM LIN.FT. LIN.FT. LIN.FT. EACH EACH EACH LUMP SUM REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT PREVENTS DEBRIS FROM FALLING INTO THE
SUPERSTRUCTURE WATER.THE CONTRACTOR SHALL SUBMIT DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH
ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
END BENT 1 THE CONTRACTOR SHALL PROVIDE INDEPENDENT ASSURANCE SAMPLES OF REINFORCING STEEL AS FOLLOWS:FOR PROJECTS
BENT 1 193.8 121.8 1 1 REQUIRING UP TO 400 TONS OF REINFORCING STEEL,ONE 30 INCH SAMPLE OF EACH SIZE BAR USED,AND FOR PROJECTS
BENT 2 REQUIRING OVER 400 TONS OF REINFORCING STEEL,TWO 30 INCH SAMPLES OF EACH SIZE BAR USED.THE SAMPLE BARS
196.0 103.0 1 1 SHOULD COME FROM STEEL ACTUALLY USED IN THE PROJECT AND THE SAMPLE BARS SHOULD BE REPLACED BY SPLICED BARS
END BENT 2 AS SPECIFIED IN THE SAMPLE BAR REPLACEMENT CHART.PAYMENT FOR SAMPLE BARS AND REPLACEMENT REINFORCING STEEL
SHALL BE CONSIDERED INCIDENTAL TO VARIOUS PAY ITEMS.
TOTAL LUMP SUM LUMP SUM LUMP SUM 389.8 0 224.8 1 2 2 LUMP SUM
FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS.
REINFORCED GROOVING BRIDGE EPDXY EPDXY COATED 54"PRESTRESSED PILE DRIVING STEEL
CLASS AA COATED SPIRAL COLUMN EQUIPMENT SETUP HP 12x53 PREDRILLING PILE FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS.
CONCRETE BRIDGE APPROACH CONCRETE PILE
CONCRETE REINFORCING REINFORCING FOR HP 12X53 STEEL PILES FOR PILES REDRIVES
DECK SLAB FLOORS SLABS STEEL STEEL GIRDERS STEEL PILES POINTS FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
SO.FT. SO.FT. CU.YDS. LUMP SUM LBS. LBS. NO. LIN.FT. EACH NO. LIN.FT. EACH LIN.FT. EACH FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS.
SUPERSTRUCTURE 10998 9001 15 1297.5 FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,SEE SPECIAL PROVISIONS.
END BENT 1 37.5 7,045 9 9 550 9 101 5
BENT 1 33.6 19,789 5,068 - THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 - EVALUATING SCOUR AT BRIDGES".
BENT 2 33.6 19.920 5,124 FOR EROSION CONTROL MEASURES,SEE EROSION CONTROL PLANS.
END BENT 2 37.5 7,045 9 9 415 9 75 5 THE CONTRACTOR WILL BE REQUIRED TO CONSTRUCT,MAINTAIN,AND
AFTERWARDS REMOVE THE TEMPORARY ACCESS AT STATION 18+44.50
TOTAL 10,998 9,001 142.2 LUMP SUM 53,799 10,192 15 1,297.5 18 18 965 18 176 10 -L- FOR USE DURING CONSTRUCTION OF THE PROPOSED STRUCTURE. PROJECT NO. B-4590
TWO
EETALR )CONCRETE CLASS II GEOFOR ILE ELASTOMERIC TEXTAFOR CCESS,JSEEUSPECIAL^PROVISIONS.AND REMOVAL OF TEMPORARY NEW H A N O V E R COUNTY
+ RAIL PARAPET (2'-0"THICK) DRAINAGE BEARINGS
SAMPLE BAR FOR OTHER DESIGN DATA AND GENERAL NOTES,SEE SHEET SN. STATION: 18+44.50 -L-
LIN.FT. LIN.FT. TONS SO.YDS. LUMP SUM REPLACEMENT
SUPERSTRUCTURE 507.7 522.7 SIZE LENGTH HYDRAULIC DATA SHEET 3 OF 3
END BENT 1 260 290 *3 6'-2" DESIGN DISCHARGE = 4,600 CFS
*4 7'-4" FREQUENCY OF DESIGN FLOOD = 25 YRS STATE OF NORTH CAROLINA
BENT 1 "5 8'-6" DESIGN HIGH WATER ELEVATION = 2.291* DEPARTMENT OF TRANSPORTATION
BENT 2 *6 9,-8„ DRAINAGE AREABASE = 31.8 SO.MI. IANO RALEIOH
END BENT 2 200 205 #7 10'-10" BASE HIGHHWATERARGE (Ol EVATION = 3.9* CFS P��tLOYuu�p4C N8TR
®® ®4 �$o ®� ®�a�WUC,r°" GENERAL DRAWING
"8 12'-0" *ACTUAL ELEVATIONS WILL BE HIGHER THAN WSELS
TOTAL 507.7 522.7 460 495 LUMP SUM SHOWN DUE TO BACKWATER EFFECTS FROM THE
"9 13'-2" NORTHEAST CAPE FEAR RIVER BRIDGE OVER SMITH CREEK ON
Nl0 14'-6" SR 2812 (CASTLE HAYNE RD)
11 15'-10" OVERTOPPING FLOOD DATA RS6II BETWEEN DEAD END AND
NOTE:SAMPLE BAR NC 133 (CASTLE HAYNE RD)
REPLACEMENT LENGTHS OVERTOPPING DISCHARGE = 30,000 CFS
BASED ON 30"(SAMPLE FREQUENCY OF OVERTOPPING FLOOD = 500+ YRS RSBH ArcMec(sEn nears-0lanne s,Inc. REVISIONS SHEET NO.
LENGTH)PLUS TWO SPLICE p OVERTOPPING FLOOD ELEVATION = 9.8
e52”1,,s.O.gs.n..00 NO. BY, DATE, NO. BY, OATS: S-3
DRAWN BY : NSCDATE 06/2018 LENGTHS AND fy = 60 KSI. 4 SAG AT STA.13+15 -L- DOCUMENT NOT CONSIDERED a qM1,NC 21615
CHECKED BY AIR DATE 08/2018 FINAL UNLESS ALL 919 02.100 FM9194.fi9080 {7 SHEETS
DESIGN ENGINEER OF RECORD: PDS DATE: 08/2018 SIGNATURES COMPLETED ra.nc.wNuewrmmmrvmw,, 2 °4 42
2/6/2019
X:\P\1030036006 Div 3 B-4590\Design\Structures\Working DGN\Final Plans\401_005_84590-SMI1-CD3-S-3-640029.Cgn
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STATE OF NORTH 1L C171 I', OLINA --_.. TIP.NO. MEET NO.
m
DIVISION OF HIGHWAYS B-4590 UC-1
° 1a � I 7 UTILITY CONSTRUCTION PLANS
1 iota
JNEW HANOVER COUNTY
/PROJEC //°CATI /`"i�0 4 LOCATION: BRIDGE NO.640029 OVER SMITH CREEK
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ON SR 2812/US 117/NC 133 (CASTLE HAYNE ROAD) T;199
VTYPE OF WORK: WATER LINE RELOCATION ��P/'
I� -♦-f-� DETOUR
O VICINITY MAP N.T.S. END BRIDGE
124 BEGIN BRIDGE —L— POT STA. 19+76.00
—L— POT STA.17+13.00 5 •- y a;BEGIN PROJECT s �g"1 x
04 —L— POT STA. 14+00.00 �. END PROJECT
—L— POT STA. 22+50.00
IDEA] END , 1
_..
'
-,- SR
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4\
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1 :
IMk* 1110
si can) THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
—
mo THIS PROJECT IS WITHIN THE CITY OF WILMINGTON MUNICIPAL BOUNDARIES. DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED /
Q �•• \ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.
m
V GRAPHIC SCALES INDEX OF SHEETS i
I SEAL PREPARED IN TILE OFFICE OF
SHEET NO.: DESCRIPTION: WATER AND SEWER OWNERS ON PROJECT WEER
i 50 25 0 50 100 ARCHITECTS-ENGINEERS-PLANNERS,INC.
a -�
c 11 U U UC-I TITLE SHEET • N,CAROL�b, 8SII SIX FORKS ROAD,SUITE 000
PLANS a "��� RALEIGH,NC zfefs
C UC-2 UTILITY SYMBOLOGY / s°j��E"
c 50 25 0 50 100 UC-3 NOTES SEAL �• '
�� (A)CAPE FEAR PUBLIC UTILITY AUTHORITY 1 18442 RICHARD BOLLINGER,PE
c U U U LI U — 1' UC-3A TO UC-3B DETAILS ( ;,.`F,�ciNEt, ?� PROJECT ENGINEER
- PROFILE (HORIZONTAL) i `.,,+o�.._.-
om
UC-4 UTILITY CONSTRUCTION SHEET eoN!,':' / ALEX VINSON,El
ma ♦C) 10 5 0 10 20 1 UC-5 PROFILE SHEET /ECT DESIGN ENGINEER
NE. U �) UC 6 DRAINAGE PIPE SECTION SHEET DAVID LEONARD,PE
NiNPROFILE R CAL) !�. J '...... \._. NCDOT CONTACT

v PROJECT REFERENCE NO. SHEET NO.
7. STATE OF NOI° TIH[ CAROLINA B 4590 UC.2
N
DIVISION OF HIGHWAYS
UTILITIES PLAN SHEET SYMBOLS
PROPOSED WATER SYMBOLS PROPOSED MISCELLANOUS UTILITIES SYMBOLS
Water Line (Sized as Shown) ,Pn Power Pole 6 Thrust Block
11144 Degree Bend +•+ Telephone Pole -o- Air Release Valve r
22/ Degree Bend +h Joint Use Pole -6- Utility Vault di
45 Degree Bend -I-i Telephone Pedestal o Concrete Pier I
90 Degree Bend i$ Utility Line b Others �°.P,..R.E..E
(Type as Shown Steel Pier in
Plug 1 Trenchless Installation Plan Note
...----------NOTE
Tee +t+ Encasement by Open Cut o .. `"`.."° I Pay Item Note
--- - PAY ITEM
Cross • Encasement
Reducer ►
Gate Valve ;, EXISTING UTILITIES SYMBOLS
Butterfly Valve N Power Pole 4 *Underground Power Line P
Tapping Valve 41 Telephone Pole -4- *Underground Telephone Cable
Line Stop Y Joint Use Pole -4- `Underground Telephone Conduit R:
T.
Line Stop with Bypass Utility Pole • `Underground Fiber Optics Telephone Cable ,..
Blow Off I Utility Pole with Base o *Underground TV Cable ,.
Fire Hydrant * H-Frame Pole •—• `Underground Fiber Optics TV Cable TMP>
Relocate Fire Hydrant V Power Transmission Line Tower ® 'Underground Gas Pipeline
FH
Remove Fire Hydrant REM Water Manhole a Aboveground Gas Pipeline A"0Oe
Water Meter i Power Manhole a `Underground Water Line ,
Relocate Water Meter 1 Telephone Manhole a Aboveground Water Line A/C Water
Remove Water Meter REM WM Sanitary Sewer Manhole • *Underground Gravity Sanitary Sewer Line- s
Water Pump Station ® Hand Hole for Cable m Aboveground Gravity Sanitary Sewer Line- sic sa�,t.>s...E
a
v
.i RPZ Backflow Preventer Power Transformer a *Underground SS Forced Main Line 25+
DCV Backflow Preventer ® Telephone Pedestal m Underground Unknown Utility Line
RRPZ
— n Relocate RPZ Backflow Preventer ® CATV Pedestal m SUE Test Hole B
0
Q Relocate DCV Backflow Preventer R® Gas Valve 0 Water Meter o
m
o Gas Meter 0 Water Valve •
PROPOSED SEWER SYMBOLS Located Miscellaneous Utility Object a Fire Hydrant 4
Gravity Sewer Line , Abandoned Accordingto UtilityRecords--- AATUR SanitarySewer Cleanout •
(Sized as Shown)
`0 Force Main Sewer Line
004 (Sized as Shown) End of Information E.O.I.
aw Manhole
--, •(Sized per Note) • For Existing Utilities
5n. Sewer Pump Station EMIUtility Line Drawn from Record
(Type as Shown)
'',' .1Designated Utility Line
u,!u (Type as Shown)
0¢x, REVI2/l/2012

PROJECT REFERENCE NO. SHEET N0.
B-4590 UC-3
DESIGNED BY: ARV
DRAWN BY: ARV 1.CA-RO/;:
UTILITY CONSTRUCTION CHECKED BY: RLB *,,,:t F55p yd
APPROVED BY: I� BM
REVISED: 18442, "?
NORTH CAROLINA �9`+.'SI NE+4j
GENERAL NOTES: DEPARTMENT OF k ;pH
PROJECT SPECIFIC NOTES: TRANSPNGIEE ION
PHONE:1 19II ENGINEERING SEC.
FAX:I 19191T-4151 UTILITY CONSTRUCTION
Fdx:1919125.0-4t51 PLANS ONLY
1.THE PROPOSED UTILITY CONSTRUCTION 6.THE PLANS DEPICT THE BEST AVAILABLE 1.ALL PROPOSED WATER LINE SHALL BE UTILITY CONSTRUCTION
SHALL MEET THE APPLICABLE REQUIREMENTS INFORMATION FOR THE LOCATION,SIZE,AND D.I.R.J.(DUCTILE IRON RESTRAINED
OF THE NC DEPARTMENT OF TYPE OF MATERIAL FOR ALL EXISTING JOINT)PIPE
TRANSPORTATION'S"STANDARD UTILITIES.MAKE INVESTIGATIONS FOR
SPECIFICATIONS FOR ROADS AND DETERMINING THE EXACT LOCATION,SIZE, 2.THE CONTRACTOR SHALL NOTIFY THE
STRUCTURES"DATED JANUARY 2018. AND TYPE MATERIAL OF THE EXISTING ENGINEER AND OWNER A MINUMUM OF 7
FACILITIES AS NECESSARY FOR THE DAYS IN ADVANCE OF A PLANNED
2.THE EXISTING UTILITIES BELONG TO CONSTRUCTION OF THE PROPOSED UTILITIES SERVICE INTERRUPTION.THE CFPUA
CAPF FFAR PUBLIC uTll ITY AUTHORITY AND FOR AVOIDING DAMAGE TO EXISTING POINT OF CONTACT TO SCHEDULE
FACILITIES.REPAIR ANY DAMAGE INCURRED SERVICE INTERRUPTIONS IS DAVID
TO EXISTING FACILITIES TO THE ORIGINAL DAILEY,AT(910)332-6626.
3.ALL WATER LINES TO BE INSTALLED OR BETTER CONDITION AT NO ADDITIONAL
WITHIN COMPLIANCE OF THE RULES AND COST TO THE DEPARTMENT.
REGULATIONS OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY, 7.MAKE FINAL CONNECTIONS OF THE NEW
DIVISION OF WATER RESOURCES, WORK TO THE EXISTING SYSTEM WHERE
PUBLIC WATER SUPPLY SECTION.ALL SEWER INDICATED ON THE PLANS,AS REQUIRED TO
LINES TO BE INSTALLED WITHIN COMPLIANCE FIT THE ACTUAL CONDITIONS,OR AS
OF THE RULES AND REGULATIONS OF THE DIRECTED.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT QUALITY,DIVISION OF WATER 8,MAKE CONNECTIONS BETWEEN EXISTING
RESOURCES,WATER QUALITY SECTION. AND PROPOSED UTILITIES AT TIMES MOST
PERFORM ALL WORK IN ACCORDANCE WITH THE CONVENIENT TO THE PUBLIC,WITHOUT
APPLICABLE PLUMBING CODES. ENDANGERING THE UTILITY SERVICE,AND IN
ACCORDANCE WITH THE UTILITY OWNER'S
4.THE UTILITY OWNER OWNS THE EXISTING REQUIREMENTS.MAKE CONNECTIONS ON
UTILITY FACILITIES AND WILL OWN THE NEW WEEKENDS,NECESSARY AT NIGHT,AND ON HOLIDAYS IF LIST OF STANDARD DRAWINGS
UTILITY FACILITIES AFTER ACCEPTANCE BY
THE DEPARTMENT.THE DEPARTMENT OWNS THE 1515.01 WATER METER
CONSTRUCTION CONTRACT AND HAS 9.ALL UTILITY MATERIALS SHALL BE
ADMINISTRATIVE AUTHORITY. APPROVED PRIOR TO DELIVERY TO THE
COMMUNICATIONS AND DECISIONS BETWEEN PROJECT.SEE 1500-7,"SUBMITTALS AND
THE CONTRACTOR AND UTILITY OWNER ARE RECORDS"IN SECTION 1500 OF THE
NOT BINDING UPON THE DEPARTMENT OR THIS STANDARD SPECIFICATIONS.
CONTRACT UNLESS AUTHORIZED BY THE
ENGINEER.AGREEMENTS BETWEEN THE
UTILITY OWNER AND CONTRACTOR FOR THE
WORK THAT IS NOT PART OF THIS CONTRACT
OR IS SECONDARY TO THIS CONTRACT ARE
ALLOWED,BUT ARE NOT BINDING UPON THE
DEPARTMENT.
D
0
m 5.PROVIDE ACCESS FOR THE DEPARTMENT
PERSONNEL AND THE OWNER'S
REPRESENTATIVES TO ALL PHASES OF
CONSTRUCTION.NOTIFY DEPARTMENT
PERSONNEL AND THE UTILITY OWNER TWO
WEEKS PRIOR TO COMMENCEMENT OF ANY WORK
AND ONE WEEK PRIOR TO SERVICE
INTERRUPTION.KEEP UTILITY OWNERS'
REPRESENTATIVES INFORMED OF WORK
PROGRESS AND PROVIDE OPPORTUNITY FOR
m INSPECTION OF CONSTRUCTION AND TESTING.
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o• PROJECT REFERENCE N0. SHEET N0.
B-4590 UC-3A
DESIGNED BY: m/
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PROJECT TYPICAL DETAILS DRAWN BY: 037!IO/,
CHECKED Vs /�Ry �`pFE53/ q
APPROVED BY: I I SEAL y
REVISED: 18442 YE
NORTH CAROL INA ; MI NEED
DEPARTMENT OF oq� ;0p�
TRANSPORTATION
UTILITIES ENGINEERING SEC.
FA%NE9191250-4 51 UTIL I PLANSTY NONLYCT ION
UTILITY CONSTRUCTION
FINAL GRADE FINAL GRADE
CL II COVER
GREATER COVER
THAN OR BETWEEN
EQUAL TO 12 FT. 6- 12 FT.
6" MIN.�— 6" MIN.
CL II
BACKFILL
(Mi.
SE O.D.
CL I SEWER O.D. /r . FORCE MAIN 0.0.WATER O.D.
Cl J /
4" MIN. 4" MIN. iV PIPE
IYPE A 1/2 BEDDING
Lima O.D. ° 8°°8 °888 m 088°
°
8 FOUNDATION
8 d -1o88.8o 8888 880°°08888 CONDITIONING
0 Hr W..off 0888880 FABRIC AS
°CL oO. 00 �$8800000°0%1000 REQUIRED
FINAL GRADE FINAL GRADE �8d a°e,° o°-' °-a °o°'
FOUNDATION
N v�0w 0�°vim`v^ v- AONDITIONING
S REQUIRED
IllCOVER COVER PLACE FOUNDATION CONDITIONING MATERIAL BELOW
BETWEEN BEDDING IF REQUIRED, AS DIRECTED BY ENGINEER.
BETWEEN PIPE BEDDED IN SELECT MATERIAL, CLASS II (TYPE 1)
3-6 FT. 3-6 FT. OR CLASS III. TRENCH BACKFILLED IN LOOSE 6'
LAYERS COMPACTED TO TOP OF TRENCH USING LOCAL
# EXCAVATED MATERIAL IF APPROVED BY THE ENGINEER,
r r.� I OR SELECT MATERIAL. ALL MATERIAL SHALL BE FREE
6" MIN. 3" MIN. OF ROCKS, FOREIGN MATERIAL, AND FROZEN EARTH.
CL II/Ill fCOMPACTION SHALL BE TO APPROXIMATELY 95% DENSITY
/r. r� SEWER O.D. IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY THE
} r WATER O.D. CL I/IT SERVICE UNES O.D. - DEPARTMENT OF TRANSPORTATION.
FORCE MAIN 0.D. (1"-4" NOMINAL)
CL l 4- MIN. ' ;�,\ 3" MIN. GENERAL_ TRENCH DETAIL
TYPE C 1/ NOT TO SCALE
O.D.- TYPE S
COMPACTION NOTES:
D 1. ALL ZONES: 95% STD EFFORT PER ASTM D698, EXCEPT AS STATED IN COMPACTION NOTE 2.
2. 12" SUBGRADE UNDER PAVEMENT: 98% STD EFFORT PER ASTM D698.
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PHONE:1919 IL I TY CONSTRUCT ION
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PAVED AREA UNPAVEDAREA
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Ua FLUSH Wf FINISHED DRAQE PRECAST CONCRETE COIL.AR
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RECEIVED I DRAWN BY: ARV .tiN G10/2
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ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
BRAXTON C.DAVIS
Director
June 15,2020
N.C. Department of Transportation
5501 Barbados Blvd
Castle Hayne,NC 28429
Dear Sir or Madam:
The enclosed permit constitutes authorization under the Coastal Area Management Act,and where applicable,the
State Dredge and Fill Law,for you to proceed with your project proposal.The original(buff-colored form)is retained by
you and it must be available on site when the project is inspected for compliance.Please sign both the original and the
copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding means you have
waived your right of appeal described below.
If you object to the permit or any of the conditions,you may request a hearing pursuant to NCGS 113A-121.1 or
113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings,6714 Mail Service Center,Raleigh,NC 27611-6714,[phone] within twenty(20)days
of this decision on your permit.You should also be aware that another qualified party may submit an objection to the
issuance of this permit within twenty(20)days.
The project plan is subject to those conditions appearing on the permit form.Otherwise,all work must be carried
out in accordance with your application.Modifications,time extensions,and future maintenance requires additional
approval.Please read your permit carefully prior to starting work and review all project plans,as approved.If you are
having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit
requirements.
From time to time,Department personnel will visit the project site.To facilitate this review,we request that you
complete and mail the enclosed Notice Card just prior to work initiation.However, if questions arise concerning permit
conditions,environmental safeguards,or problem areas,you may contact Department personnel at any time for assistance.
By working in accordance with the permit,you will be helping to protect our vitally important coastal resources.
Sincerely,
/74146A441°.
Jon an Howell
Major Permits Manager
N.C. Division of Coastal Management
Enclosure
DE Q)
morrow at ereemai onroNside##
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557
252.8082808

Brittingham, Cathy
From: Brittingham, Cathy
Sent: Thursday,June 11, 2020 4:40 PM
To: Mason Herndon
Cc: Shaver, Brad E SAW ([e-mail]); Steenhuis, Joanne; Stephen Lane; DCR -
Environmental_Review; Dan Sams ([e-mail]);Wilson,Travis; Hilliard, Wanda
([e-mail]); Brown, Mark A; Cannon, Amanda J
Subject: NCDOT TIP B-4590 CAMA Major Permit issued
Attachments: B-4590, Bridge No. 29 over Smith Creek on SR 2812 signed, Permit 70-20.pdf
Hello,
Please find attached CAMA Major Permit 70-20 authorizing the construction of TIP B-4590, replacement of Bridge 29 over Smith
Creek on SR 2812 (Castle Hayne Road) in New Hanover County.
A paper copy will be sent to NCDOT in Castle Hayne.
Please let me or Stephen Lane know if you have any questions or concerns.
Sincerely,
Cathy Brittingham
Cathy Brittingham,Transportation Project Coordinator
N.C. Division of Coastal Management
[phone] phone
cathy.brittinghamAncdenr.gov
Mailing Address: •
c/o DWR Transportation Permitting Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Physical Address:
512 North Salisbury Street
Archdale Building
12th Floor,Room 1204C
Raleigh,NC 27604
Please visit https://deq.nc.gov/about/divisions/coastal-management/for more information about the N.C.Division of Coastal Management.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties
1

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: The project is located at Bridge No. 29 on SR 2812 (Castle Hayne
Road)over Smith Creek in Wilmington,New Hanover County(T.I.P.No. B-4590).
Latitude: 34°15'32"N Longitude: 77°56'20"W
3. INVESTIGATION TYPE: CAMA and D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visits—March 4,2020 and March 26, 2020
Was Applicant Present—Yes,No
5. PROCESSING PROCEDURE:Application Received Complete: April 7,2020
Office—Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan—City of Wilmington
Land Classification From LUP—Conservation
(B) AEC(s)Involved: EW, PTA, CS, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing—N/A
Planned - N/A
(F) Type of Structures: Existing—Bridge for public use
Planned -Bridge for public use
(G) Estimated Annual Rate of Erosion:N/A
Source—N/A
7. HABITAT DESCRIPTION: [AREA]
EXCAVATED FILLED OTHER
(A) Open Water 75 sf Shaded 2,182 sf
Disturbed 9,322 sf
(B)Coastal Wetlands 842 sf 886 sf Hand Clearing 4,167 sf
(C)404/401/Isolated Wetlands Penn. 1,959 sf Hand Clearing 625 sf
Temp. 268 sf
(D)High Ground Disturbed by project 52.577 sf
(F) Total Area Disturbed: 72,903 sq. ft.
(G) Primary Nursery Area: No Secondary Nursery Area: No
(H) Water Classification: C; Sw
PROJECT SUMMARY: The applicant proposes to replace swing span Bridge No. 29 over Smith Creek
on SR 2812 with a 263' long fixed bridge and associated infrastructure on the
existing alignment. An off-site detour route will be utilized during construction.

FIELD INVESTIGATION REPORT:
N.C.D.O.T.—New Hanover Bridge 29
PAGE#2
NARRATIVE DESCRIPTION:
Project Setting
Bridge No. 29 carries SR 2812 (Castle Hayne Road) over Smith Creek and is located in the
northwest quadrant of Wilmington,New Hanover County,North Carolina. SR 2812 is a two-lane
road that allows for the flow of traffic between the City of Wilmington and the unincorporated areas
of New Hanover County. Elevations in the project area range from 0 to 10 feet above Smith Creek.
The project is 0.188 miles in length and the southern area of the project has a 70'wide x 650' long
causeway leading from high ground,through coastal wetlands areas dominated by narrowleaf cattails
and giant cordgrass. Small shrubs such as baccharis and wax myrtle,as well as a few gum and cedar
trees, line the side of the causeway. The northern portion of the bridge terminates on high ground
which is currently covered in grass that is regularly maintained. The bridge is located within an
industrial/commercial area of the city with industrial properties immediately to the north of the
project and a commercial boatyard to the south of the project. Utilities in the project area include
cable, communication, electric, gas, sewer, and water lines.
There are five known historic architectural sites in and/or near the project area. The Corbett
Package Company (NH0531), the Godwin Lumber Company (NH0532), the Godwin House
(NH0533), the Smith Creek Boatyard (NH3639), and the bridge itself(NH0530). The Corbett
Package Company is located in the northeast quadrant of the project, while the Godwin Lumber
Company and Godwin House are located in the northwest quadrant of the project. The Smith Creek
Boatyard is located in the southwest quadrant of the project. All of the sites,with the exception of
the bridge,have been deemed not eligible for listing in the National Register of Historic Places. The
bridge remains eligible for listing in the National Register of Historic Places. Site conditions and
current records indicate that there are no archaeological resources located within the project area.
Bridge No.29 was originally constructed in 1930-1931 and reconstructed in 1962. The bridge is
31.3' wide x 248' long with two 11.5' wide travel lanes and 2.5' wide shoulders. There are no
designated bike lanes or sidewalks on the bridge. The bridge includes two 37.5' long fixed spans,
and a 173' long, 8-panel, riveted Warren thru truss, center bearing swing span. According to the
state's last Historic Bridge Inventory Report in 2003,the bridge was one of four remaining Warren
thru truss, center bearing swing spans in the state.
An abandoned bridge tender's house is attached to the northeast side of the fixed portion of the
bridge.There is a dilapidated wooden fender system located under the center of the bridge to guide
boat traffic through the bridge opening.The horizontal clearance through the bridge is limited by the
fender system to 45'. The vertical clearance underneath the bridge is 7.5' with the bridge in the
closed position and unlimited in the open position. The bridge has been permanently and officially
locked in the closed position in recent years due to low/no demand for opening. There are no
stormwater runoff controls on the bridge and stormwater drains off the existing bridge deck directly
into Smith Creek.
The bridge received 26 out of a possible 100 points during its last sufficiency rating. The bridge
currently has load restrictions of 19 tons for single vehicles and 26 tons for truck tractors with
trailers. The bridge is classified as structurally deficient and functionally obsolete due to a
substructure condition appraisal of 4 out of 9 and a superstructure condition appraisal of 4 out of 9.

FIELD INVESTIGATION REPORT:
N.C.D.O.T.—New Hanover Bridge 29
PAGE #3
Smith Creek is classified C; Sw waters by the Environmental Management Commission(EMC)
in the area of the proposed construction and is a part of the Cape Fear River Basin. The N.C.
Division of Marine Fisheries(DMF)has classified Smith Creek as Joint Waters,however,it has not
been classified as a Primary Nursery Area,nor as Anadromous Fish Spawning Waters. Smith Creek
is closed to shellfishing. At the project site, Smith Creek is approximately 170' wide, with water
depths ranging from 0' to 20' below normal low water level. There was no submerged aquatic
vegetation(SAV)observed within the project limits during the field visits. There also appears to be
very little public trust usage of Smith Creek at the project site.
Project Proposal
NCDOT proposes to replace the existing Bridge No.29 over Smith Creek. The project involves
replacement of the existing swing span bridge and related approaches with a fixed bridge on the
existing location. The applicant has signed a Memorandum of Agreement(MOA)with the State
Historic Preservation Officer and the Federal Highway Administration due to the anticipated adverse
effect on the historical bridge. In accordance with the MOA,prior to the initiation of construction,
the NCDOT would photo document Bridge No. 29 and its surroundings in accordance with the
Historic Structures and Landscape Recordation Plan and submit the documents to the N.C. State
Historic Preservation Office to ensure there is a permanent record of the bridge. The MOA also
requires the NCDOT to offer the historic bridge to any entity willing to take the bridge for reuse,
however, if the bridge is not transferred for reuse prior to three months before the proposed let date
of April 2021,then the bridge would become the property of the project contractor.
To initiate construction, the existing bridge would be closed to traffic and traffic would be re-
routed to an off-site detour route utilizing Castle Hayne Road, I-140,US 421, US 74, and McRae
Street,approximately 13 miles in total length. The existing bridge,fender system,and tender house
would then be completely removed from the project site.
To facilitate the construction of the new bridge,a 30'wide x 230' long temporary work platform
would be built along the southeast side of the proposed bridge location. The temporary work
platform would include one 35'wide x 50' long finger near the middle of the platform,and one 20'
wide x 30' long finger at the end of the platform to provide access to the proposed bridge bents. The
temporary work platform as designed would leave a 50'opening between the end of the platform and
the northern bank of Smith Creek. The low steel of the temporary work platform would also be
equal to or higher than the low steel of the existing bridge. The applicant has proposed to use barges
in addition to the work bridges along the portions of the project with water depths sufficient for their
use to aid in removal of the fender system and other bridge components.
The new bridge as proposed would be 263' in length and 42.1' in width, which would be
approximately 15' longer and 10.8'wider than the existing bridge The bridge would include two 11'
wide travel lanes down the center of the bridge,a 5'wide bike lane to the left of the travel lanes,a 7'
wide bike lane to the right of the travel lanes,and a 5' wide sidewalk to the right of the 7'wide bike
lane. The bridge would also have 54" tall bicycle safe railings to improve safety for bicyclists
crossing the bridge.
The new bridge would consist of three spans of 54"tall concrete girders,with one at 70',one at
102', and one at 91'. The substructure would include drilled shaft pilings. The design would

provide 8.0' of vertical clearance underneath the bridge above normal high water and approximately
98' of horizontal clearance through the bridge.
FIELD INVESTIGATION REPORT:
N.C.D.O.T.—New Hanover Bridge 29
PAGE#4
To facilitate construction of the new bridge,the applicant has proposed to excavate a 22' long x
60'wide section of the existing high ground causeway from beneath the southern end of the existing
bridge,down to adjacent Coastal Wetland elevations. To blend the excavated area with the adjacent
wetlands, 842 sq. ft. of Coastal Wetlands adjacent to the excavated causeway would be excavated
down several inches to the more typical elevations of Coastal Wetlands found in the area.
The applicant has also proposed to replace the approach structures to the bridge. The roadway on
the north and south ends of the bridge would be raised for 274'and 313',respectively,from the foot
of the bridge. The grade would be raised by up to 2' in these areas to meet the higher elevations of
the roadway on the bridge. A 5' wide sidewalk would then be constructed along the east side of SR
2812 for approximately 170' beyond the north end of the bridge,and for approximately 90' beyond
the south end of the bridge,where it would then continue on for another 140' down the east side of
McRae Street where it would tie into the existing sidewalk. New guardrails would be constructed
along the approaches to the bridge for up to 169' from the ends of the bridge. The bases of the
bridge are to be stabilized with Class II riprap. The riprap would extend around each end bent up to
140' in length and 30' in width.
To reduce the amount of fill in wetlands,the slopes adjacent to the project would be plated with
riprap for approximately 390' and sloped at a 2:1 ratio instead of the normal 3:1 ratio for the areas
described as follows: LT L STA. 16+50 to LT L STA. 16+99,RT Y STA 11+50 to RT L STA.
16+99,RT L STA. 19+90 to RT L STA.21+25,. Multiple areas on the north and south ends of the
project would be hand cleared to allow installation of the riprap plating and excavation of the
causeway for wetland restoration.
The applicant has committed to construct the bridge without deck drains on the bridge.
Stormwater runoff from the bridge would be conveyed to grated drop inlets located at each end of the
bridge. It would then flow via 15"pipes located under and adjacent to the road,to riprap pads that
would dissipate the energy from the storm flows. The applicant has also proposed to fill in and
relocate approximately 220' of the ditches along the east side of the road from RT L STA.20+10 to
RT L STA. 22+32.
Multiple utilities would be relocated in conjunction with the project. Approximately 190 feet of
12"water line and approximately 300 feet of overhead powerlines would be relocated on the north
end of the project. Approximately 1,225 feet of 4" diameter telecommunications line would be
directionally bored under Smith Creek. The line would be located approximately 25' east of the
centerline of the existing bridge and a minimum of 20'below the creek bed. Additionally,550 feet
of overhead fiber optic telecommunications line would be hung temporarily on a new set of poles
approximately 50' to the west of the centerline of the existing bridge. The temporary utility line
would be removed upon completion of the bridge project.
Anticipated Impacts
The proposed bridge would permanently shade 8,405 sq.ft.of the waters of Smith Creek,which
would be 2,182 sq.ft.more than the current bridge,while the piles of the proposed bridge would fill
a 75 sq. ft. area of the creek bottom. The construction of the fixed bridge would result in 8' of
vertical clearance underneath the bridge, which would be a decrease from the unlimited vertical
clearance of the existing swing bridge in the open position, however, since the bridge has been

permanent closed, it would be an increase of 0.5' when compared to the old bridge in the closed
position. The proposed bridge would also allow an increase in the maximum navigable width from
the current 45' to the proposed 98'. Navigation in the creek would be maintained while the project
was underway, as the temporary work platform would match the existing vertical clearances
underneath the existing bridge and terminate 50' from the northern stream bank. The construction
FIELD INVESTIGATION REPORT:
N.C.D.O.T.—New Hanover Bridge 29
PAGE#5
and removal of the temporary work platform, and removal of the existing bridge and associated
components would result in 9,322 sq. ft.of temporary impacts in Smith Creek.
The removal of the bridge would result in an adverse impact to a historic structure. As discussed
earlier in this report,the bridge has been determined eligible for listing in the National Register of
Historic Places. The bridge was constructed in 1930-1931 and was one of the last four remaining
Warren thru truss,center bearing swing span bridges remaining in the state according to the State's
Historic Bridge Inventory Report dated 2003. Currently,with the replacement of some or all of the
other bridges,it may be the last remaining bridge of its type in the state. The applicant has agreed to
mitigate the impacts to the historic structure in accordance with the(MOA)signed by the applicant,
the State Historic Preservation Officer, and the Federal Highway Administration. The MOA is
included with the CAMA Major Permit application.
The bridge project would require 842 sq. ft. of Coastal Wetlands be excavated during the
causeway removal process to blend the removal area elevations with adjacent Coastal Wetland
elevations,however,these areas area expected to return to fully functioning Coastal Wetlands after
project completion. The riprap installation around the end bents and rock plating the side slopes
would require filling an additional 886 sq. ft. of Coastal Wetlands, while 4,167 sq. ft. of Coastal
Wetlands would be hand cleared for the construction of the temporary work platform.
The increased width of the causeways and ditch relocations would require permanently filling
1,959 sq. ft. of Section 404 Wetlands. The temporary work platform would require 268 sq. ft. of
temporary fill in Section 404 Wetlands and hand clearing another 625 sq. ft. in Section 404
Wetlands.
The project would also result in a total of 52,577 sq.ft.of high ground disturbance for the grading
and paving of the new bridge approaches,placement of riprap and rock plating,causeway removal,
and the relocation of the utility lines.
The applicant has proposed to restore portions of the existing high ground causeway to adjacent
Coastal Wetland elevations as part of the project,however,no formal compensatory mitigation for
wetland impacts has been proposed. A multitude of efforts have been utilized to minimize and avoid
impacts from this project including but not limited to the use of 2:1 fill slopes adjacent to Coastal
Wetlands and 3:1 in other jurisdictional areas, maximizing bridge span lengths, eliminating deck
drains from the bridge, committing to an in-water work moratorium from February 1 to June 30 to
minimize impacts to Atlantic and Shortnose sturgeon,committing to implement USFWS guidelines
for avoiding impacts to the West Indian Manatee,the use of turbidity curtains around all in-water
work, the use of hand clearing only in wetlands, and multiple other project measures to minimize
impacts to the natural and human environment.
No additional closures of shellfishing waters are expected in association with the proposed
project. A localized increase in turbidity can be expected during the removal of the existing bridge
and fender system and the construction of the temporary work platform and new bridge.
The public is expected to benefit upon completion of the project by the increase in the safety of
the new roadway and structures. The addition of the bike lanes and sidewalk along the bridge are
expected to reduce vehicular/bicyclist/pedestrian interactions and thereby increase the safety for all
users of the roadway.

Submitted by: Stephen Lane—Morehead City District—April 22, 2020

DIVISION OF COASTAL MANAGEMENT 70'RO
APPLICATION TRANSMITTAL AND PROCESSING RECORD
A) APPLICANT: AiC' V 0. -Lt 590 County: New I-/qn ov€ fl
LOCATION OF PROJECT: Qj(`\a�e._ a 9 av•e C' -Cm CC-ee of\ S 12 ' ?)a
u
DATE APPLICATION RECEIVED COMPLETE BY FIELD REP: 1 J7/,2D
FIELD RECOMMENDATION: Attached: A/0 To Be Forwarded: yes
CONSISTENCY DETERMINATION: Attached: /U0 To Be Forwarded: yes-
FIELD REPRESENTATIVE: S-e fkm 4\e- DISTRICT OFFICE:
DISTRICT MANAGER REVIEW: Date:
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: -/ 7�`- l �d✓4' )
PUBLIC NOTICE REC'D: END OF NOTICE DATE: 5//1/Aa0
ADJ. RIP. PROP NOTICES REC'D: nn DEED REC'D:
APPLICATION ASSIGNED TO: (`\-Wi\ tl^ ON:
C) 75 DAY DEADLINE: 6P0/0 0 150 DAY DEADLINE:
MAIL OUT DATE: q/023/0�C) STATE DUE DATE: -5-/Z/ 0
FEDERAL DUE DATE: CQ/' FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE //// V DENY DRAFT ON
AGENCY DATE OBJECTIONS: NOTES
COMMENTS YES NO
RETURNED
Coastal Management-Regional Representative 5- Jg O y✓ C
Coastal Management- LUP Consistency 1 p�D G
Division of Community Assistance C4Y mujctC 571! ao AI a
Land Quality Section /1'2 0 ! ✓ C
Division of Water Quality `i/ 1 / L1 J0 13o Vi 1/6/ igo Ze j3;? Q • 0
Storm Water Management(DWQ) I I �_'33
State Property Office oV JQ 0 CR
Division of Archives& History 610 a0 / `o Pc N Q
- p NSC yia as V c 2
Division of Highways
Wildlife Resources Commission sA/a G ►✓ C K •Vb \S-1SU;fle 3D
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Local Permit Office '�'vcAs, a'07 1AS
Division of Marine Fisheries a ao ✓ •-�
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4
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
BRAXTON C.DAVIS
Director
MEMORANDUM
TO: Cathy Brittingham
FROM: Stephen Lane
SUBJECT: Comments&Recommendations- CAMA Major Permit-
NCDOT-Replacement of Bridge 29,
New Hanover County
DATE: May 18, 2020
The following are my comments and recommendations regarding the above mentioned proposal.
The request is to replace the existing swing span Bridge 29 over Smith Creek on SR 2812 with a
263' long fixed bridge on existing alignment in New Hanover County, including realignment of
the roadway approaches and utility relocations. Based upon my review I have no objection to the
issuance of this permit but offer the following conditions:
,A- In accordance with commitments made by the permittee, and in order to protect fisheries
resources within Smith Creek, no in-water work shall be conducted within Smith Creek
from February 1 through June 30, without prior approval of the NC Division of Coastal
Management(DCM), in consultation with the appropriate resource agencies.
r2 order to protect the West Indian Manatee, Trichechus manatus,the applicant shall
implement the U.S. Fish&Wildlife Service's Guidelines,and strictly adhere to all
requirements therein. The guidelines can be found at http://www.fws.gov/nc-
es/mammal/manatee guidelines.pdf.
3 Turbidity curtains shall be used where practicable to isolate all in-water work areas from
N7the adjacent waters of Smith Creek, including but not limited to pile or casement
installation,pile removal,placement of riprap,excavation,or filling. The turbidity curtains
shall be of sufficient length and effectiveness to prevent a visible increase in the amount of
suspended sediments in adjacent waters. The turbidity curtains shall encircle the
immediate work area, but shall not impede navigation. The turbidity curtains shall be
properly maintained and retained in the water until construction is complete and shall only
be removed when turbidity within the curtains reaches ambient levels.
D_E QNOR CARCLINA
om.eepaith on a En.Yoner.Y ho.ry\ve'
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557
252.808.2808

•
.`
NCDOT-Replacement of Bridge 29,New Hanover County
Comments and Recommendations
Page 2
4 All construction access shall be through the use of the existing bridge,temporary work
1.
platform,barges,the partially constructed new bridge,temporary fill areas, and/or
existing high ground areas.arges shall be utilized only in areas of sufficient water depth such that the barges avoid
contact with the bottom and do not rest on the bottom during periods of low water.
The installation of the piles for the temporary work platform and permanent bridge shall
be accomplished by pile driving and/or drilled shaft construction. Should the permittee
and/or its contractor desire to utilize another type of pile installation, such as jetting,
additional authorization from DCM shall be required.
7 If drilled shaft construction is implemented,then excavated material from the drilled shaft
shall be removed from the encasements directly into containment vessels.
8 No drill slurry or water that has been in contact with uncured concrete shall be allowed to
cbontact waters of the State or waters that will enter waters of the State. Drilling fluids shall
e disposed of in an upland disposal site. Water returning to the surrounding waters shall
be of sufficient quality so as not to pose a threat to aquatic organisms or otherwise violate
State water quality standards.iPilings from the existing bridge, temporary work platform, as well as any remnant
structures from previous bridges, shall be removed in their entirety. In the event that a
piling or other component breaks during removal and cannot be removed in its entirety,the
piling or other component may be cut off flush with the bed of the water body and DCM
shall be notified of each occurrence within one working day.
110 Jetting shall not be utilized for the removal of the piles for the existing bridge, fender
ae system, or temporary work platform. Should the permittee and/or its contractor propose
`M ou to utilize jetting on the project, additional authorization from DCM shall be required.
11 The existing bridge,fender system,and temporary work platform,including piles, shall be
removed in their entirety within 90 days after they are no longer needed. However, if this
timeframe occurs while the moratorium referenced in Condition Number 1 of this permit
is in effect,then the existing bridge and temporary work platform,including piles, shall be
removed in their entirety within 90 days of the moratorium end date.
12 o excavation or filling shall take place at any time in any vegetated wetlands or
surrounding waters outside of the alignment of the areas indicated on the authorized
workplan drawings, without permit modification.
L1D_EQ�
O�Me1 d Bwimortl Orb
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557
252.808.2808

,
NCDOT- Replacement of Bridge 29,New Hanover County
Comments and Recommendations
Page 3
/
13 Placement of riprap material shall be limited to the areas as depicted on the attached
workplan drawings. The riprap material shall be clean and free from loose dirt or any
pollutant except in trace quantities. The riprap material shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action. The riprap
material shall consist of clean rock or masonry materials such as but not limited to
granite,marl, or broken concrete
1 All fill material shall be clean and free of any pollutants except in trace quantities.
15 aterial excavated at the project site may be used in fill areas associated with the project
or shall be removed from the site and taken to a high ground location.
16 1 excavated materials shall be confined above the normal high water level and landward
of regularly or irregularly flooded wetlands behind adequate dikes or other retaining
structures to prevent spillover of solids or seepage of effluent into any wetlands or
surrounding waters.
1 temporary placement and double handling of any excavated or fill material within
wetlands or waters of the State is not authorized, with the exception of the authorized
temporary impact areas.
18 Any voids in Coastal Wetlands or shallow bottom habitat caused by the removal of the
temporary work platforms, and/or temporary fill areas shall be restored to the elevation of
pre-existing conditions with suitable material. The permittee shall notify DCM's
Transportation Project Field Representative in Morehead City to provide DCM with an
opportunity to inspect the material for suitability prior to backfilling.
19There shall be no clearing ar. bbing of wetlands outside of the areas indicated for
impacts on the attached workplan drawings without prior approval from DCM.
,The permittee shall minimize the need to cross wetlands in transporting equipment to the
maximum extent practicable.
yifh
e low steel of the temporary work platform shall be equal to or higher than the low
steel of the existing bridge.
f22 o attempt shall be made by the permittee to prevent the use by the public of
all navigable waters at or adjacent to the authorized work following completion of
construction.
DE Q)
NORTH CARCUNA
Deprbarrt al E1rbeamilY Ibililr\
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557
252.808.2808

NCDOT-Replacement of Bridge 29,New Hanover County
Comments and Recommendations
Page 4
23 During construction of the bridge and temporary work platform,and removal of di-0
existing bridge, fender system, and temporary work platform the permittee shall make
every attempt to maintain the same navigation that is currenitl''y' possible adjacent to the
project. If this is not possible,then adequate notice shall be provided to the public that
navigation will be limited during construction. The notice shall include an estimate of
the amount of time that the limited navigation will occur.
24 The permittee shall install and maintain,at his expense, any signal lights and signals
/prescribed by the U.S. Coast Guard,through regulations or otherwise, on authorized
facilities. For further information,the permittee should contact the U.S. Coast Guard
Marine Safety Office. At a minimum,permanent reflectors shall be attached to the
structure in order to make it more visible during hours of darkness or inclement weather.
/Construction staging areas shall be located only in upland areas,and not in wetlands or
waters of the State.
Due to the possibility that shading,compaction, and/or other site alterations might
prevent the temporary Coastal Wetland impact areas from re-attaining pre-project
wetland functions,the permittee shall provide an annual update on the Coastal Wetland
areas temporarily impacted by this project. This annual update shall consist of
photographs and a brief written report on the progress of these temporarily impacted
areas in re-attaining their pre-project wetland functions. The permittee shall schedule a
meeting with DCM to verify the extent and location of temporary impacts upon project
completion. Within three years after project completion,the permittee shall hold another
agency field meeting with DCM to determine if the Coastal Wetland areas temporarily
impacted by this project have re-attained pre-project wetland functions. If at the end of
three years DCM determines that the Coastal Wetland areas temporarily impacted by the
project have not re-attained pre-project wetland functions, DCM will determine whether
compensatory wetland mitigation shall be required for these impacts.
27 All reasonable efforts shall be made to contain all debris and excess materials associated
with construction and demolition of the new and existing bridge and construction and
demolition of the temporary work platforms, with the intent that materials/debris do not
enter wetlands or waters of the State,even temporarily.
28 An waste materials or debris generated in the demolition and removal of the existing
'dge and/or construction of the new bridge or roadway shall be disposed of at an approved
upland site or shall be recycled in an environmentally appropriate manner provided
appropriate authorizations from any relevant state,federal,or local authorities are obtained.
-"I
N RO i CAROL I 115_E Q
O
D.pvm.m of Ernitoomental(WIRY
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557
252.808.2808

NCDOT-Replacement of Bridge 29,New Hanover County
Comments and Recommendations
Page 5
2,9 The demolition plan for removal of the existing bridge structures shall be submitted to
�✓ DCM for review and approval prior to commencement of the demolition activities.
jThis project shall conform to all requirements of the NC Sedimentation Pollution Control
Act and the N.C.Department of Transportation's(NCDOT's)Memorandum of Agreement
with the Division of Energy, Mineral, and Land Resources.
yIn order to protect water quality, runoff from construction shall not visibly increase the
amount of suspended sediments in adjacent waters.
3 e permittee shall adhere to stipulations contained within the Memorandum of Agreement
dated March 26, 2020 among the Federal Highway Administration, North Carolina
Department of Transportation, and the North Carolina State Historic Preservation Officer
for the Replacement of Bridge No. 29 over Smith Creek on SR 2812 in Wilmington, New
Hanover County,North Carolina.
33 Any utility work associated with this project that is not specifically depicted on the attached
Jworkplan drawings, or described within the attached permit application, shall require
�/ approval from DCM, either under the authority of this permit, or by the utility company
obtaining separate authorization.
34 Any waterline relocation or other alterations to the water system must be approved by the
4, Public Water Supply Section(PWS Section,Plan Review Unit, 1634 Mail Service Center,
Raleigh,NC 27699-1634)prior to water system alteration.
d The permittee shall exercise all available precautions in the day-to-day operation of the
facility to prevent waste from entering the adjacent wetlands and waters of the State.
36 Development authorized by this permit shall only be conducted on lands owned by
✓ NCDOT and/or its right-of-way and/or easements. Utility work associated with the
project shall be only be conducted on lands owned by the utility and/or its right-of-way
c'0
-.(\ and/or easements.
37 If it is determined that additional permanent and/or temporary impacts are necessary that
are not shown on the attached workplan drawings or described in the authorized permit
pplication, a permit modification and/or additional authorization from DCM may be
required. The permittee shall contact a representative of DCM prior to commencement of
any such activity for this determination and any permit modification.
3
NORTH CAROUINAD Q
D. •thrntalH
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557
252.808.2808

NCDOT-Replacement of Bridge 29,New Hanover County
Comments and Recommendations
Page 6
Niti
This permit does not eliminate the need to obtain any additional state, federal, or local
permits, approvals or authorizations that may be required.
f39 a permittee and/or its contractor shall contact the DCM Transportation Field
Representative in Morehead City at (252) 808-2808 to request a pre-construction
conference prior to project initiation.
£D_EQ,)
:-_;. CAAOI.i�til.
Oeparlmant alhmrmnMnt Oualiry
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557
252.8082808

U.S. ARMY CORPS OF ENGINEERS
V WILMINGTON DISTRICT
Action Id.SAW-2015-00958 County:New Hanover U.S.G.S.Quad: NC-Castle Havne
GENERAL PERMIT(REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: NCDOT
Mason Herndon
Address: 5501 Barbados Blvd
Castle Havne,NC 28429
E-mail: tmherndon(a,ncdot.aov
Size(acres) +/-6 Nearest Town Wilmington
Nearest Waterway Smith Creek River Basin Cane Fear
USGS HUC 03030007 Coordinates Latitude:34.258842
Longitude:-77.938934
Location description:The project(B-4590)is located alone Castle Havne Road(SR 2812)where it crosses Smith Creek in the
City of Wilmington,New Hanover County.
Description of projects area and activity:This verification authorizes impacts associated with the replacement of Bridge#29.
The impacts associated with the construction include 0.065 of an acre of permanent fill in wetlandsl0.019 of an acre of
excavation in wetlands,and 75 square feet of open water impacts associated with the drilled shafts for the interior bents.
Additionally,this verification covers both temporary aerial utility work and a new directional drilled utility under Smith
Creek.
Applicable Law(s): Section 404(Clean Water Act,33 USC 1344)
0 Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP 3.Maintenance and NWP 12 Utility
SEE ATTACHED NWP GENERAL, REGIONAL,AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions,your application signed and dated 3/23/2020,and the enclosed plans Roadway sheets 1-10 of 10 and Utility drawings
dated 3/4-5/2020 and utility drawings attached to application.Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order,a restoration order,a Class I administrative penalty, and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended,revoked,or is modified,such that the activity would
no longer comply with the terms and conditions of the nationwide permit,activities which have commenced(i.e.,are under construction)
or are under contract to commence in reliance upon the nationwide permit,will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration,modification or revocation,unless discretionary authority has
been exercised on a case-by-case basis to modify,suspend or revoke the authorization.

Activities subject to Section 404 (as indicated above)may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management Morehead City,NC,at(252)808-2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,State
or local approvals/permits.
If there are any questions regarding this verification,any of the conditions of the Permit,or the Corps of Engineers regulatory program,
please contact Brad Shaver at 910-251-4611or brad.e.shaver(a,usace.armv.mil.
Digitally signed by
ry/ SHAVER.BRAD.E.1276601756
1 :25:15
�G•-ywc�, Date:2020.03.3115:25:15
Corps Regulatory Official: '00' Date:3/31/2020
Expiration Date of Verification: 03/18/2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished(electronic):
NCDEO-DQR attn:Joanne Steenhuis

SPECIAL CONDITIONS
B-4590
BRIDGE 29 OVER SMITH CREEK
SAW-2015-00958
1. West Indian Manatee Protection: In order to protect the endangered West Indian manatee
(Trichechus manatus) the Permittee shall implement the U.S. Fish and Wildlife Service's
Manatee Guidelines, and strictly adhere to all requirements therein. The guidelines can be
found at https://www.fws.gov/raleigh/pdfs/manatee_guidelines.pdf.
2. Shortnose and Atlantic Sturgeon Construction Moratorium: In order to protect the
federally-listed shortnose and Atlantic sturgeon, no in-water construction shall take place from
February 1 to June 30 of any year.
3. NLEB: The U.S. Fish and Wildlife Service's (USFWS's) Programmatic Biological Opinion (BO)
titled "Northern Long-eared Bat (NLEB) Programmatic Biological Opinion for North Carolina
Department of Transportation (NCDOT) Activities in Eastern North Carolina (Divisions 1-8)," dated
March 25, 2015, and adopted on April 10, 2015, contains mandatory terms and conditions to
implement the reasonable and prudent measures that are associated with "incidental take" that
are specified in the BO. Your authorization under this Department of the Army permit is conditional
upon your compliance with all the mandatory terms and conditions associated with incidental take
of the BO, which terms and conditions are incorporated by reference in this permit. Failure to
comply with the terms and conditions associated with incidental take of the BO, where a take of
the listed species occurs, would constitute an unauthorized take, and it would also constitute non-
compliance with your Department of the Army permit. The USFWS is the appropriate authority to
determine compliance with the terms and conditions of its BO, and with the ESA
Digitally signed by
S H A V E R.B R A D.E.12 766017 5
£ 6
Date:2020.03.31 15:25:49
-04'00'

Action ID Number: SAW-2015-00958 County: New Hanover
Permittee: NCDOT
Project Name: B 4590, Br#29
Date Verification Issued: 3/31/2020
Project Manager: Brad Shaver
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Brad Shaver
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

DocuSign Envelope ID:BBAA5F4C-7AAE-417B-9E72-13182F71595E
_ r
p r
n` Leh- p .'
ROY COOPER
Governor NORTH CAROLINA
MICHAEL S. REGAN Environmental Quality
Secretary
S. DANIEL SMITH
Director
April 2,2020
New Hanover County
NCDWR Project No.20200393
Bridge 29 on SR 2812
TIP Project No. B-4590
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mason Herndon,Environmental Program Supervisor
NC DOT Division 3
5501 Barbados Blvd.
Castle Hayne,NC 28429
Dear Mr.Herndon:
You have our approval,in accordance with the conditions listed below,for the following impacts for the purpose of
replacing Bridge 29 over Smith Creek on SR 2812(Castle Hayne Road)in New Hanover County:
Wetland Impacts in the Cape Fear River Basin
Site Fill Fill Excavation Mechanize Hand Area Total
(ac) (temporary) (ac) d Clearing Clearing under Wetland
(ac) (ac) (ac)* Bridge Impact(ac)
(ac)
Site 15+64/17+20 RT 0.008 0.047* 0.008
Roadway Fill
Site 17+20/17+80 RT 0.042* N/A
Clearing for Temp Platform
Site 16+56/17+20 LT 0.012 0.005* 0.012
Roadway Fill
Site 17+30 LT&RT 0.017 0.017
Floodplain Excavation
Site 19+60 RT 0.002 0.002
Floodplain Excavation
Site 19+99/22+04 RT 0.045 0.045
Roadway Fill
0.065 0.01 0.094* 0.084
Total Vf V
Total
^ Wetland Impact for Site: 0.084 acres. Hand Clearing does not count towards impacts
North Carolina Department of Environmental Quality I Division of Water Resources
V— D 512 North SalisburyStreet 1617 Mail Service Center Raleigh,North g , Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: BBAA5F4C-7AAE-417B-9E72-13182F71595E
Open Water Impacts in the Cape Fear River Basin
Site Permanent Fill in Temporary Fill in Total Fill in Open
Open Waters(ac) Open Waters(ac) Waters(ac)
Site 17+76/19+19 LT&RT 0.199 0.199
Drill shafts 0.002 0.002
0.002 0.199 0.201
Total
Total Open Water Impact for Site:0.201 acres.
The project shall be constructed in accordance with your application dated received March 24,2020. After
reviewing your application,we have decided that these impacts are covered by General Water Quality Certification
Number 4132 and 4133. These certifications correspond to the Nationwide Permit 3 and Nationwide Permit 12
issued by the Corps of Engineers. In addition,you should acquire any other federal,state or local permits before
you proceed with your project including(but not limited to)Sediment and Erosion Control,Non-Discharge and
Water Supply Watershed regulations. This approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application(unless modified below).
Should your project change,you must notify the NCDWR and submit 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 the conditions. If total wetland fills for this project(now or in the future)exceed one acre,or of total
impacts to perennial streams(now or in the future)exceed 300 linear feet,compensatory mitigation may be required
as described in 15A NCAC 2H.0506(h)(6)and(7). For this approval to remain valid,you must adhere to the
conditions listed in the attached certifications and any additional conditions listed below.
Condition(s)of Certification:
Project Specific Conditions
1. The NCDOT Division Environmental Officer or Environmental Assistant will conduct a pre-
construction meeting with all appropriate staff to ensure that the project supervisor and essential staff
understand the potential issues with stream and pipe alignment at the permitted site. NCDWR staff
shall be invited to the pre-construction meeting.[15A NCAC 02H.0506(b)(2)and(b)(3)
2. Erosion control matting in riparian areas shall not contain a nylon mesh grid which can impinge and
entrap small animals. Matting should be secured in place by staples,stakes,or wherever possible
live stakes of native trees. Riparian areas are defined as a distance 25 feet from top of stream bank.
[15A NCAC 02B.0224,.0225]
3. As a condition of this 401 Water Quality Certification,the bridge demolition and construction must
be accomplished in strict compliance with the most recent version of NCDOT's Best Management
Practices for Construction and Maintenance Activities. [15A NCAC 02H.0507(d)(2)and 15A
NCAC 02H.0506(b)(5)]
4. No drill slurry or water that has been in contact with uncured concrete shall be allowed to enter
surface waters. This water shall be captured,treated,and disposed of properly. [15A NCAC 02H
.0506(b)(3)
5. A turbidity curtain will be installed in the stream if driving or drilling activities occur within the
stream channel,on the stream bank,or within 5 feet of the top of bank,or during the removal of
bents from an old bridge.This condition can be waived with prior approval from the NCDWR. [15A
NCAC 02H.0506(b)(3)
DENorth Carolina Department of Environmental Quality I Division of Water Resources
y 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: BBAA5F4C-7AAE-417B-9E72-13182F71595E
6. Adherence to The Guidelines for Avoiding Impacts to the West Indian Manatee:Precautionary
Measures for Construction Activities in North Carolina Waters will be required throughout
construction.
7. NCDOT shall be in compliance with the NCS00250 issued to the NCDOT,including the applicable
requirements of the NCG01000.
General Conditions
8. Unless otherwise approved in this certification,placement of culverts and other structures in open
waters and streams shall be placed below the elevation of the streambed by one foot for all culverts
with a diameter greater than 48 inches,and 20 percent of the culvert diameter for culverts having a
diameter less than 48 inches,to allow low flow passage of water and aquatic life. Design and
placement of culverts and other structures including temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or banks,adjacent
to or upstream and downstream of the above structures.The applicant is required to provide evidence
that the equilibrium is being maintained if requested in writing by NCDWR. If this condition is unable
to be met due to bedrock or other limiting features encountered during construction,please contact
NCDWR for guidance on how to proceed and to determine whether or not a permit modification will
be required. [15A NCAC 02H.0506(b)(2)]
9. If concrete is used during construction,a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall
not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and
fish kills.[15A NCAC 02B.0200]
10. During the construction of the project,no staging of equipment of any kind is permitted in waters of
the U.S.,or protected riparian buffers. [15A NCAC 02H.0506(b)(2)]
11. The dimension,pattern and profile of the stream above and below the crossing shall not be modified.
Disturbed floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC
02H.0506(b)(2)]
12. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for
stream stabilization shall be placed in stream channels in such a manner that it does not impede
aquatic life passage. [15A NCAC 02H.0506(b)(2)]
13. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit
drawings submitted for approval. [15A NCAC 02H.0507(c)and 15A NCAC 02H.0506(b)(2)and
(c)(2)]
14. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP
measures from the most current version of NCDOT Construction and Maintenance Activities manual
such as sandbags,rock berms,cofferdams and other diversion structures shall be used to prevent
excavation in flowing water. [15A NCAC 02H.0506(b)(3)and(c)(3)]
15. Heavy equipment shall be operated from the banks rather than in the stream channel in order to
minimize sedimentation and reduce the introduction of other pollutants into the stream.[15A NCAC
02H.0506(b)(3)]
16. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels,lubricants,hydraulic fluids,or other toxic materials.
[15A NCAC 02H.0506(b)(3)]
17. No rock,sand or other materials shall be dredged from the stream channel except where authorized by
this certification. [15A NCAC 02H.0506(b)(3)]
1 .-111:11E Q O North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
919.707.9000

DdcuSign Envelope ID:BBAA5F4C-7AAE-417B-9E72-13182F71595E
18. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is prohibited. [15A NCAC 02H.0506(b)(3)]
19. The permittee and its authorized agents shall conduct its activities in a manner consistent with State
water quality standards(including any requirements resulting from compliance with§303(d)of the Clean
Water Act)and any other appropriate requirements of State and Federal law. If the NCDWR determines
that such standards or laws are not being met(including the failure to sustain a designated or achieved
use) or that State or federal law is being violated, or that further conditions are necessary to assure
compliance,the NCDWR may reevaluate and modify this certification. [15A NCAC 02B.0200]
20. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless
otherwise authorized by this certification.[15A NCAC 02H.0506(b)(2)]
21. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In
addition,the Water Quality Certification and all subsequent modifications, if any, shall be maintained
with the Division Engineer and the on-site project manager.[15A NCAC 02H.0507(c)and 15A NCAC
02H.0506(b)(2)and(cX2)]
22. The outside buffer,wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing
activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this
certification. [15A NCAC 02H.0501 and.0502]
23. The issuance of this certification does not exempt the Permittee from complying with any and all statutes,
rules,regulations,or ordinances that may be imposed by other government agencies(i.e.local,state,and
federal)having jurisdiction,including but not limited to applicable buffer rules,stormwater management
rules,soil erosion and sedimentation control requirements,etc.
24. The Permittee shall report any violations of this certification to the Division of Water Resources within
24 hours of discovery. [15A NCAC 02B.0506(b)(2)]
25. Upon completion of the project(including any impacts at associated borrow or waste sites),the NCDOT
Division Environmental Program Supervisor shall complete and return the enclosed "Certification of
Completion Form" to notify the NCDWR when all work included in the 401 Certification has been
completed. [15A NCAC 02H.0502(f)]
26. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of
the project by the end of the growing season following completion of construction. [15A NCAC
02B.0231(a)(6)]
27. There shall be no excavation from,or waste disposal into,jurisdictional wetlands or waters associated
with this permit without appropriate modification. Should waste or borrow sites,or access roads to waste
or borrow sites,be located in wetlands or streams,compensatory mitigation will be required since that
is a direct impact from road construction activities.[15A NCAC 02H.0506(b)(3)and(c)(3)]
28. Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design,installation and operation and maintenance of such Best Management Practices in order
to protect surface waters standards[15A NCAC 02H.0506(b)(3)and(c)(3]):
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
Ef North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center; Raleigh.North Carolina 27699-1617
919.707.9000

DoCuSign Envelope ID: BBAA5F4C-7AAE-417B-9E72-13182F71595E
b. The design,installation,operation,and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed,the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated,and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
29. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise
approved by this Certification. [15A NCAC 02H.0506(b)(3)and(c)(3)]
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty(60)days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm,except
for official state holidays. The original and one(1)copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed-provided the original and one copy of the document is received by the Office of
Administrative Hearings within five(5)business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh,NC 27699-6714
Telephone:[phone],Facsimile:[phone]
A copy of the petition must also be served on DEQ as follows:
Mr.Bill F.Lane,General Counsel
Department of Environmental Quality
1601 Mail Service Center
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions,please contact Joanne Steenhuis at(910)796-7306 or [e-mail].
Sincerely,
,—DocuSigned by
^
'—9C9886312DCD474...
S.Daniel Smith,Director
Division of Water Resources
Electronic copy only distribution:
Brad Shaver,US Army Corps of Engineers,Wilmington Field Office
Gary Jordan,US Fish and Wildlife Service
Travis Wilson,NC Wildlife Resources Commission
Cathy Brittingham,NC Division of Coastal Management
Stephen Lane,NC Division of Coastal Management
File Copy
DNorth Carolina Department of Environmental Quality I Division of Water Resources
_ Z 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
+ V/— 919.707.9000

Brittingham, Cathy
From: Sams, Dan
Sent: Wednesday, May 06, 2020 10:17 AM
To: Cannon, Amanda J
Cc: Brittingham, Cathy
Subject: Re: (3) CAMA Major Permit Application - Bridge 29
Outlook 365's remote function are not letting me make changes to the document, so I will respond in this e-mail. Comment
attached:
NCDOT has MOUs with DEMLR for Erosion and Sediment Control and Stormwater regulatory compliance that must be adhered
to.
Thanks....
dan.sams
From: Cannon, Amanda J <[e-mail]>
Sent:Thursday, April 23, 2020 4:47 PM
To: Christenbury, Mike<[e-mail]>; Zeigler, Mark D<[e-mail]>; DCR-
Environmental_Review<[e-mail]>; Cox, Heidi<[e-mail]>; Deaton,Anne
<[e-mail]>; Harrison,James A<[e-mail]>;Jenkins, Shannon
<[e-mail]>; Gupton, Sharon <[e-mail]>; Harris, David B<[e-mail]>;
Walton,Tim <[e-mail]>; Moser, Mike<[e-mail]>; Hilliard, Wanda<[e-mail]>;
Montalvo, Sheri A<[e-mail]>;Sullivan, Shelton<[e-mail]>; Carpenter,Kristi
<[e-mail]>; Sams, Dan<[e-mail]>; Hall,Christine<[e-mail]>; Mairs,
Robb L<[e-mail]>; Dunn, Maria T.<[e-mail]>;Wilson,Travis W.
<[e-mail]>; Butler, Rodney A<[e-mail]>; brad ([e-mail])
<[e-mail]>; Steenhuis,Joanne<[e-mail]>; Humphrey,Jeremy
<[e-mail]>
Cc: Brittingham,Cathy<[e-mail]>; Lane, Stephen<[e-mail]>
Subject: (3) CAMA Major Permit Application- Bridge 29
FINAL EMAIL!
Hello All!
Please note there are multiple emails for this project. Our server will not allow the size in one single email. I apologize to
everyone for this inconvenience.
1

•
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
BRAXTON C.DAVIS
Director
April 23, 2020
MEMORANDUM:
FROM: Cathy Brittingham, DCM DOT Project Coordinator
DWR-Transportation Permitting Unit
1617 Mail Service Center, Raleigh NC 27699-1617
(Courier 52-01-00)
Cathy.Brittinghamc ncdenr.gov
SUBJECT: CAMA/Dredge &Fill Application Review
Applicant: NC Department of Transportation
Project Location: Smith Creek,Wilmington, New Hanover County
Proposed Project: Replacement of Bridge No. 29 on SR2812
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by May 21, 2020 at the mail/email address above. If you have any questions regarding
the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
X This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Travis Wilson
AGENCY NCWRC
SIGNATURE
DATE May 6, 2020
D_EQ�
BwrMrd d FwwmoNebl OWR/
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557
252.808.2808

4,1 ,
:= North Carolina Wildlife Resources Commission re
Gordon Myers. Executive Director
MEMORANDUM
TO: Cathy Brittingham
Division of Coastal Management
FROM: Travis Wilson, Highway Project Coordinator
Habitat Conservation Program
DATE: May 6, 2020
SUBJECT: NCDOT request for a CAMA/Dredge and Fill permit for the replacement of
bridge 29 over Smith Creek on SR 2812, in New Hanover County
We have reviewed the information included in the package received from the Division of
Coastal Management. Our comments are provided in accordance with provisions of the Fish and
Wildlife Coordination Act(48 Stat. 401, as amended; 16 U.S.C.661 et. seq.)and the Coastal
Area Management Act(G.S. 113A-100 through 113A-128).
We do not object to the issuance of the CAMA permit for this project provided that the
following conditions are included in the CAMA Permit:
1. Anadromous fish species are present in this portion of Smith Creek. NCDOT should
17 follow the"Stream Crossing Guidelines for Anadromous Fish Passage", including an
in water work moratorium of Feb 15 to June 30 for Smith Creek.
All riprap placed in-water should be free of pollutants and soil.
ive concrete should not be allowed to contact the water in or entering into the
stream.
4. Turbidity curtains should be used to contain all bottom disturbing activities, including
/pile or casement driving/vibrating/jetting,placement of riprap, excavation or filling.
V Excessive silt and sediment loads can have numerous detrimental effects on aquatic
resources including destruction of spawning habitat,suffocation of eggs, and clogging
of gills of aquatic species.
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh. NC 27699-1721
Telephone: [phone] • Fax: [phone]

0.
• B-4590 PAGE 2 MAY 6,2020
NCDOT is expected to use Best Management Practices for the protection of Surface
Waters and Sedimentation and Erosion Control measures sufficient to protect the aquatic
resources.
Thank you for the opportunity to comment on this permit application. If you have any
concerns about our comments,please contact me at(919) 528-9886.

•
STATE = ,
��+ TR.ATE 4 , Machelle Sanders
`' North Carolina Secretary
Department of Administration
o Tim Walton
A IA \a =� State Property Office
\� ' ;'i � Director
*f OlavtNU/,
Roy Cooper,Governor
May 27,2020
To: Cathy Brittingham
DCM DOT Project Coordinator
DWR-Transportation Permitting Unit
1617 Mail Service/ Center, Raleigh NC 27699
•
From: Wanda Hilliard` GtJQ4c40_ 4 a4 P
Real Property Agent
Subject: CAMA/DREDGE& FILL Permit Application Review
Applicant-NCDOT Bridge No.29 on SR 2812
Smith Creek,Wilmington New Hanover County
The project may require Easements for relocation of multiple utilities crossing the creeks, marsh&State-owned
land provided the applicant qualifies for an easement.
State of North Carolina I State Property Office
116 West Jones Street,Suite 4055 11321 Mail Service Ctr. I Raleigh,NC 27699
919 807 4650 T I Web:http://www.ncspo.com

R,.s .
U oI
,,mow s. 7.
ROY COOPER NORTH CAROLINA
Covet-nor Environmental Quality
MICHAEL S.REGAN
Se,r'etart
BRAXTON C.DAVIS
Director
April 23, 2020
MEMORANDUM:
FROM: Cathy Brittingham, DCM DOT Project Coordinator
DWR-Transportation Permitting Unit
1617 Mail Service Center, Raleigh NC 27699-1617
(Courier 52-01-00)
Cathy.Brittingham(c�ncdenr.gov
SUBJECT: CAMA/Dredge&Fill Application Review
Applicant: NC Department of Transportation
Project Location: Smith Creek, Wilmington, New Hanover County
Proposed Project: Replacement of Bridge No. 29 on SR2812
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by May 21, 2020 at the mail/email address above. If you have any questions regarding
the proposed project, please contact Stephen Lane 252-808-2808 Ext.208. When appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
tV This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes -
,,,,p are incorporated. See attached.
�1 ��`�� h�a This agency objects to the project for reasons described in the attached
air‘ comments.
PRINT NAME W a,t 34 1-1L Volt-cl
AGENCY 6 .) PikAt lia t tq (9
SIGNATURE tJ 4i. L
DATE 6-'�7'/0
DEQ4
0[0.4nert tl In tl;prow nta OuNR7;\ope'd
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 400 Commerce Avenue Morehead City.North Carolina 28557
252.808 2808

B qv°
cur,
.4ka,
• ,_•
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
BRAXTON C.DAVIS
Director
April 23, 2020
MEMORANDUM:
FROM: Cathy Brittingham, DCM DOT Project Coordinator
DWR-Transportation Permitting Unit
1617 Mail Service Center, Raleigh NC 27699-1617
(Courier 52-01-00)
Cathv.Brittinaham(a�ncdenr.gov
SUBJECT CAMA/Dredge&Fill-Application Review
Applicant: NC Department of Transportation
Project Location: Smith Creek,Wilmington, New Hanover County
Proposed Project: Replacement of Bridge No. 29 on SR2812
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by May 21, 2020 at the mail/email address above. If you have any questions regarding
the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth
comments with supporting data is requested.
REPLY: k This agency has no objection to the project as proposed. A` matt Ste Wm.c%i
**Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME PArK Br w\
AGENCY &6k (wale- raa./o(r
SIGNATURE -41gt4( q,t ‘
DATE K' o ()
EQ
6p�r r6.i..�mrd�
North Carolina Department of Environmental Quality Division of Coastal Management
Morehead City Office 400 Commerce Avenue ! Morehead City.North Carolina 28557
252.8082808

ROY COOPER10
Governor
MICHAEL S.REGAN
Secretary
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
4/28/20
To: Cathy Brittingham, DCM
From: Mark Brown,NC Public Water Supply, Wilmington Regional Office
Subject: CAMA/Dredge &Fill Application Review
Applicant: NC Department of Transportation
Project Location: Smith Creek, Wilmington, New Hanover County
Proposed Project: Replacement of Bridge No.29 on SR2812
Please forward the following comments to the applicant:
If applicant plans to conduct any work (re-location, installation, extends utilities, etc...)
i olving the public water supply system per Title ISA Subchapter 18C Section.0301 Rules
Governing Public Water Systems, Plans and Specifications should be submitted and
approved by the Public Water Supply Section for all new waterlines prior to construction
beginning. Please also be aware of our separation requirements in regards to water/sewer
ac rding to 1 SA NCAC 18C Section.0906 Rules Governing Public Water Systems. Check with
e local water system for cross-connection requirements for this project. Public Water
Supply Section guidelines are listed in Appendix B, Figure 2 in the Rules Governing Public
Water Systems but the water system may have additional requirements.
Feel free to call us at [phone],if you have additional questions.
Qw� North Carolina Department of Environmental Quality Division of Water Resources
D ��/pffdlinsilina28405✓�
0ej"'."o"'^A'm^e'0W0 ie/� 910.796.7215

•
JJJY.' 11[.. r.t
ROY COOPER NORTH CAROLINA
Got ernor Environmental Quality
MICHAEL S.REGAN
Secretor
BRAXTON C.DAVIS
Director
April 23, 2020
MEMORANDUM.
FROM: Cathy Brittingham, DCM DOT Project Coordinator
DWR-Transportation Permitting Unit
1617 Mail Service Center, Raleigh NC 27699-1617
(Courier 52-01-00)
Cathy.Brittingham(c�ncdenr.gov
SUBJECT: CAMA/Dredge&Fill Application Review
Applicant: NC Department of Transportation
Project Location: Smith Creek, Wilmington, New Hanover County
Proposed Project: Replacement of Bridge No. 29 on SR2812
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by May 21, 2020 at the mail/email address above. If you have any questions regarding
the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth
comments with supporting data is requested.
REPLY: ' This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME /14 4 k i C 1 I tit
AGENCY NC p A f. V 5- Go A/h f�Ct.
SIGNATURE Vill °'" ? it-
/V i �i i.Q-/-
DATE .S�it l/2-b ,/
DE Q,)
p....se.n.l...ws..+r W..,�
North Carolina Department of Environmental Quality Division of Coastal Management
Morehead City Office 400 Commerce Avenue Morehead City.North Carolina 28557
252.808 2808

#�.STAT( a k
( a. P---- ' - (.1;
!fir==
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
BRAXTON C.DAVIS
Director
April 23, 2020
MEMORANDUM:
FROM: Cathy Brittingham, DCM DOT Project Coordinator
DWR-Transportation Permitting Unit
1617 Mail Service Center, Raleigh NC 27699-1617
(Courier 52-01-00)
Cathy.Brittingham(a�ncdenr.gov
SUBJECT: CAMA/Dredge &Fill Application Review
Applicant: NC Department of Transportation
Project Location: Smith Creek,Wilmington, New Hanover County
Proposed Project: Replacement of Bridge No. 29 on SR2812
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by May 21, 2020 at the mail/email address above. If you have any questions regarding
the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
X This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Andrew Haines
AGENCY DMF-Shellfish Sanitation and Rec Water Quality
SIGNATURE ;,.,, ri.. for Shannon Jenkins
DATE 5/7/2020
, -D_EQ„,)
..........E.v...row;\"."
'+oArr;.ux�mn
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557
252.8082808

Z.t Oft
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
BRAXTON C.DAVIS
Director
April 23, 2020
MEMORANDUM:
FROM: Cathy Brittingham, DCM DOT Project Coordinator
DWR-Transportation Permitting Unit
1617 Mail Service Center, Raleigh NC 27699-1617
(Courier 52-01-00)
Cathy.Brittinghamncdenr.gov
SUBJECT: CAMA/Dredge &Fill Application Review
Applicant: NC Department of Transportation
Project Location: Smith Creek, Wilmington, New Hanover County
Proposed Project: Replacement of Bridge No. 29 on SR2812
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by May 21, 2020 at the mail/email address above. If you have any questions regarding
the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth
comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed. See Below
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
As long as the included moratorium (Feb 15-June 30) is adhered to
PRINT NAME James Harrison
AGENCY NCDMF 1�
SIGNATURE 94-0teet-
Y7aft.4ua,9rL
DATE 05/29/2020
P E Q�
EmYsrrMY OW Nr\
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557
252.808.2808

Brittingham, Cathy
From: Brittingham, Cathy
Sent: Friday, May 29, 2020 8:22 AM
To: Christenbury, Mike; DCR - Environmental_Review; Harrison, James A
Cc: Stephen Lane
Subject: FW: (3) CAMA Major Permit Application - Bridge 29
Attachments: Comment Sheet- Bridge 29.pdf
Hello,
DCM is processing a CAMA major permit application from NCDOT for TIP No. B-4590, Replacement of Bridge No. 29 on SR 2812
(Castle Hayne Road) over Smith Creek in Wilmington, New Hanover County. A copy of the CAMA major application was sent to
your agency by e-mail for review and comment on 4/23/20. If you did not receive a copy of the application for review, please let
me know and I will send you another copy. Comments from your agency on the application were requested by 5/21/20.
Your agency's comments have not yet been received at the DCM-Raleigh Office. Therefore,we would appreciate it if you would
submit your comments as soon as possible. If DCM does not hear back from your agency within the next few days,we will likely
be moving forward with a final permit decision.
Please let me know if you have any questions or need additional information.
Sincerely,
Cathy Brittingham
Cathy Brittingham,Transportation Project Coordinator N.C. Division of Coastal Management
[phone] phone
[e-mail]
Mailing Address: .
c/o DWR Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Physical Address:
512 North Salisbury Street
Archdale Building
12th Floor, Room 1204C
Raleigh, NC 27604
Please visit https://deq.nc.gov/about/divisions/coastal-management/for more information about the N.C. Division of Coastal
Management.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed
to third parties
Original Message
From: Cannon,Amanda J
Sent: Thursday,April 23, 2020 4:48 PM
To: Christenbury, Mike<[e-mail]>; Zeigler, Mark D<[e-mail]>; DCR-
Environmental_Review<[e-mail]>; Cox, Heidi<[e-mail]>; Deaton, Anne
<[e-mail]>; Harrison,James A<[e-mail]>;Jenkins,Shannon
<[e-mail]>; Gupton, Sharon <[e-mail]>; Harris, David B<[e-mail]>;
1

Britting ham, Cathy
From: Cannon,Amanda J
Sent: Thursday, April 23, 2020 4:48 PM
To: Christenbury, Mike;Zeigler, Mark D; DCR - Environmental_Review; Cox, Heidi; Deaton, Anne;
Harrison,James A;Jenkins, Shannon; Gupton, Sharon; Harris, David B;Walton, Tim; Moser, Mike;
Hilliard, Wanda; Montalvo, Sheri A; Sullivan, Shelton;Carpenter,Kristi; Sams, Dan; Hall, Christine;
Mairs, Robb L; Dunn, Maria T.; Wilson, Travis W.; Butler, Rodney A; brad
([e-mail]); Steenhuis,Joanne; Humphrey, Jeremy
Cc: Brittingham, Cathy; Lane, Stephen
Subject: (3) CAMA Major Permit Application - Bridge 29
Attachments: Comment Sheet - Bridge 29.pdf; Field Report.pdf
FINAL EMAIL!
Hello All!
Please note there are multiple emails for this project.Our server will not allow the size in one single email. I apologize to
everyone for this inconvenience.
Please accept this correspondence as the official distribution of CAMA application from NC Dept. Of Transportation for
development in Wilmington, New Hanover County. Attachments include: Field Investigative Report,work plans, comment sheet,
and any other documents intended for you.
NOTE: Please complete the bottom portion of the comment sheet with your information and signature.
*RETURN TO CATHY BRITTINGHAM at [e-mail]<mailto:[e-mail]> *
NO oversized work plans have been submitted by the applicant
For questions or concerns, please contact Stephen Lane or(252) 808-2808 ext. 208.
Thank you!
1

Brittingham, Cathy
From: Cannon,Amanda J
Sent: Thursday, April 23, 2020 4:47 PM
To: Christenbury, Mike;Zeigler, Mark D; DCR - Environmental_Review; Cox, Heidi; Deaton,Anne;
Harrison,James A;Jenkins, Shannon;Gupton, Sharon; Harris, David B;Walton, Tim; Moser, Mike;
Hilliard, Wanda; Montalvo, Sheri A; Sullivan, Shelton;Carpenter,Kristi; Sams, Dan; Hall, Christine;
Mairs, Robb L; Dunn, Maria T.;Wilson, Travis W.; Butler, Rodney A; brad
([e-mail]); Steenhuis,Joanne; Humphrey,Jeremy
Cc: Brittingham, Cathy; Lane, Stephen
Subject: (2) CAMA Major Permit Application - Bridge 29
Attachments: B-4590_SMU_90 Percent Plans_reduced.pdf; B-4590_UC Plans_20190911.pdf; Signed MOA for
B-4590.pdf
Hello All!
Please note there are multiple emails for this project.Our server will not allow the size in one single email. I apologize to
everyone for this inconvenience.
Please accept this correspondence as the official distribution of CAMA application from NC Dept. Of Transportation for
development in Wilmington, New Hanover County. Attachments include: Field Investigative Report,work plans, comment sheet,
and any other documents intended for you.
NOTE: Please complete the bottom portion of the comment sheet with your information and signature.
*RETURN TO CATHY BRITTINGHAM at [e-mail]<mailto:[e-mail]> *
NO oversized work plans have been submitted by the applicant
For questions or concerns, please contact Stephen Lane or(252) 808-2808 ext. 208.
Thank you!
Amanda Cannon
Division of Coastal Management<http://www.nccoastalmanagement.net/>
1

•
Brittingham, Cathy
From: Cannon,Amanda J
Sent: Thursday, April 23, 2020 4:46 PM
To: Christenbury, Mike;Zeigler, Mark D; DCR - Environmental_Review; Cox, Heidi; Deaton, Anne;
Harrison, James A;Jenkins, Shannon; Gupton, Sharon; Harris, David B;Walton, Tim; Moser, Mike;
Hilliard, Wanda; Montalvo, Sheri A; Sullivan, Shelton; Carpenter,Kristi; Sams, Dan; Hall, Christine;
Mairs, Robb L; Dunn, Maria T.; Wilson, Travis W.; Butler, Rodney A; brad
([e-mail]); Steenhuis,Joanne; Humphrey, Jeremy
Cc: Brittingham, Cathy; Lane, Stephen
Subject: (1) CAMA Major Permit Application - Bridge 29
Attachments: B-4590_CAMA_Package_03232020_signed.pdf
Hello All!
Please note there are multiple emails for this project.Our server will not allow the size in one single email. I apologize to
everyone for this inconvenience.
Please accept this correspondence as the official distribution of CAMA application from NC Dept.Of Transportation for
development in Wilmington, New Hanover County.Attachments include: Field Investigative Report,work plans, comment sheet,
and any other documents intended for you.
NOTE: Please complete the bottom portion of the comment sheet with your information and signature.
*RETURN TO CATHY BRITTINGHAM at [e-mail]<mailto:`[e-mail]> *
NO oversized work plans have been submitted by the applicant
For questions or concerns, please contact Stephen Lane or(252) 808-2808 ext. 208.
Thank you!
Amanda Cannon
Division of Coastal Management<http://www.nccoastalmanagement.net/>
i

* ,
co SATE41:447
•
t\7460
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretory
BRAXTON C.DAVIS
Director
April 23, 2020
MEMORANDUM:
FROM: Cathy Brittingham, DCM DOT Project Coordinator
DWR-Transportation Permitting Unit
1617 Mail Service Center, Raleigh NC 27699-1617
(Courier 52-01-00)
Cathy.Brittingham(a.ncdenr.gov
SUBJECT: CAMA/Dredge &Fill Application Review
Applicant: NC Department of Transportation
Project Location: Smith Creek,Wilmington, New Hanover County
Proposed Project: Replacement of Bridge No. 29 on SR2812
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by May 21, 2020 at the mail/email address above. If you have any questions regarding
the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
E Q)
W M),CA.. '.:.
Oeyerleme e1 Fmnonmenbi 0.4thh
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 400 Commerce Avenue I Morehead City.North Carolina 28557
252.808.2808

4
,r.
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
BRAXTON C.DAVIS
Director
April 22,2020
Mr. Mason Herndon
Division Environmental Officer
N.C. Dept. of Transportation—Division 3
5501 Barbados Boulevard
Castle Hayne,N.C. 28429
Dear Mr.Herndon:
The North Carolina Division of Coastal Management hereby acknowledges receipt of the
application submitted to this office by you for State approval for the replacement of Bridge No.29
on SR 2812 within the Estuarine Waters, Public Trust Area, Coastal Wetlands, and Coastal
Shoreline adjacent to Smith Creek,New Hanover County. It was received completed on April 7,
2020 and appears to be adequate for processing at this time. The projected deadline for making a
decision is June 21,2020. An additional 75-day review period is provided by law when such time
is necessary to complete the review. If you have not been notified of a final action by the initial
deadline stated above,you should consider the review period extended. Under those circumstances,
this letter will serve as your notice of an extended review. However, an additional letter will be
provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from April 7,2020, you may
request a meeting with the Director of the Division of Coastal Management and permit staff to
discuss the status of your project. Such a meeting will be held within five working days from the
receipt of your written request and shall include the property owner,developer,and project
designer/consultant.
NCGS 113A-119(b)requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a"Notice of Permit Filing" postcard which must be posted
at the property of your proposed development. You should post this notice at a conspicuous point
along your property where it can be observed from a public road. Some examples would be:
Nailing the notice card to a telephone pole or tree along the road right-of-way adjacent to the
project, or at a point along the road right-of-way where a private road would lead one to your
property. Failure to post this notice could result in an incomplete application.
D_EQ f)
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557
252.8082808

•
•
NCDOT Replacement of Bridge No. 29 over Smith Creek
April 22, 2020
Page 2
An onsite inspection will be made, and if additional information is required,you will be contacted
by the appropriate State or Federal agency. Please contact me if you have any questions and notify
me in writing if you wish to receive a copy of my field report and/or comments from reviewing
agencies.
Sincerely,
Stephen Lane
Coastal Management Representative
sdl
Enclosure
cc: Jonathan Howell, Major Permits Coordinator
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557
252.808.2808

Brittingham, Cathy
From: Lane, Stephen
Sent: Monday, April 20, 2020 4:01 PM
To: Brittingham, Cathy
Subject: FW: B-4590 Permit Application
Attachments: B_4590_NRTR_20170208.pdf; Re: [External] Re: B-4590 Replacement of Bridge 29 over Smith
Creek New Hanover
FYI.
From: Herndon,T. Mason<[e-mail]>
Sent:Wednesday, March 25, 2020 11:38 AM
To: Lane, Stephen<[e-mail]>
Subject: RE: B-4590 Permit Application
Attached is the NRTR and correspondence with Fritz regarding sturgeon. Please let me know if you need any additional
information.
Thanks!
Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways
910-341-2036 office
910-604-0050 mobile
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429
9 2,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Lane, Stephen<stephen.lane([e-mail]>
Sent:Wednesday, March 25, 2020 11:26 AM
To: Herndon,T. Mason <[e-mail]>
Subject: RE: B-4590 Permit Application
Hi Mason,
Would you mind sending me the NRTR for this project via email or posting it to the Sharepoint site?
Thanks,
Stephen
i

c
From: Herndon,T. Mason<[e-mail]>
Sent:Tuesday, March 24, 2020 9:19 AM
To: Lane,Stephen<[e-mail]>
Cc: Brittingham,Cathy<[e-mail]>
Subject: B-4590 Permit Application
Stephen,
Attached is the application for B-4590, replacement of Bridge No. 29 over Smith Creek on SR 2812 (Castel Hayne Rd) in New
Hanover County. Also attached are the certified mail receipts for the adjacent landowners that went out yesterday. The only
piece that is missing is the signed SHPO/FHWA Historic MOA which has been reviewed and approved by all parties and is being
circulated for signatures. As soon as I receive the green cards and signed MOA I will mail you a hard copy of the entire
application.
I will be submitting the attached package to the USACE and DWR today as well.
Please let me know if you need any questions or need any additional information..
Thanks!
Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways
910-341-2036 office
910-604-0050 mobile
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429
i .
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
2

Brittingham, Cathy
From: fritz.rohde
Sent: Wednesday, September 05, 2018 12:23 PM
To: Herndon, T. Mason
Subject: Re: [External] Re: B-4590 Replacement of Bridge 29 over Smith Creek New Hanover
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Yes they are appropriate and NC DOT has fulfilled their Section 7 obligations.
Fritz
On Wed, Sep 5, 2018 at 12:19 PM, Herndon,T. Mason<[e-mail]>wrote:
Hey Fritz,just wanted to confirm that you agree that the proposed measures are appropriate and NCDOT has satisfied Section 7
informal consultation for your species?
Thanks!
Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways
910-341-2036 office
910-604-0050 mobile
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429
1

•
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Fritz Rohde - NOAA Federal [mailto:[e-mail]]
Sent:Thursday,July 19, 2018 12:09 PM
To: Herndon,T. Mason<[e-mail]>
Subject: [External] Re: B-4590 Replacement of Bridge 29 over Smith Creek New Hanover
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Hi Mason:
With the proposed measures you list,the appropriate conclusion is "May Affect,Not Likely to Adversely Affect."
Fritz Rohde
NMFS-HCD
Beaufort, NC
On Thu,Jul 19, 2018 at 11:57 AM, Herndon,T. Mason<[e-mail]>wrote:
Hey Fritz, I hope you are doing well. NCDOT is proposing to replace Bridge 29 over Smith Creek in New Hanover County(see
attached vicinity map). The proposed structure will have driven H-piles at the end bents and the interior bents will be 48" drill
shafts(see attached bridge profile for bent locations).
NCDOT is proposing the following measures which have been used in previous bridge replacements where Atlantic Sturgeon
and Shortnose Sturgeon was a species of concern. These measure include:
• February 15 through June 30 in-water work moratorium.
• Drill casings will be installed prior to the in-water work moratorium, allowing work within the casings to occur
during the moratorium.
2

1 1
i If pilings are required within the water column for a temporary work trestle to access the drill shafts,they will be
installed prior to the in-water work moratorium.
• Turbidity generated during in-water construction will be contained with turbidity curtains.
• Passage upstream/downstream will not be impaired/blocked at any time.
Due to these measures and location of the interior bents, NCDOT believes that the replacement of Bridge 23 over Smith Creek
will have negligible effect on Atlantic Sturgeon and Shortnose Sturgeon and the biological conclusion for these species should
be "May Affect, Not Likely to Adversely Affect(MANLAA) or"No Affect". Please let me know what biological conclusion
determination you feel is appropriate and if is there are any other conditions you feel are pertinent to successfully minimize
impact to these species,therefore satisfying Section 7 concurrence for these species.
Thanks in advance for your review and determination.
Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways
910-341-2036 office
910-604-0050 mobile
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429
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Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
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9/1 a es (c \ n c�\n -�
NATURAL RESOURCES TECHNICAL REPORT
Replace Bridge 29 on NC 133 over Smith Creek
New Hanover County,North Carolina
TIP B-4590
WBS Element No. 38420.1.2
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THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
Project Development and Environmental Analysis Unit
Natural Environment Section
February 2017

Brittingham, Cathy
From: Herndon, T. Mason
Sent: Tuesday, March 24, 2020 9:19 AM
To: Lane, Stephen
Cc: Brittingham, Cathy
Subject: B-4590 Permit Application
Attachments: B-4590_CAMA_Package_03232020_signed.pdf; B4590_CertifiedMailReciepts.pdf
Stephen,
Attached is the application for B-4590, replacement of Bridge No. 29 over Smith Creek on SR 2812 (Castel Hayne Rd) in New
Hanover County. Also attached are the certified mail receipts for the adjacent landowners that went out yesterday. The only
piece that is missing is the signed SHPO/FHWA Historic MOA which has been reviewed and approved by all parties and is being
circulated for signatures. As soon as I receive the green cards and signed MOA I will mail you a hard copy of the entire
application.
I will be submitting the attached package to the USACE and DWR today as well.
Please let me know if you need any questions or need any additional information..
Thanks!
Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways
910-341-2036 office
910-604-0050 mobile
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429
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Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1

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EcCecN5-\5" c6COn(U2 61-
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Type I and II Ground Disturbing Categorical Exclusion Action
Classification Form
STIP Project No. B-4590
WBS Element 38420.1.2
Federal Project No. BRNHS-117(5)
A. Project Description: (Include project scope and location, including Municipality and
County. Refer to the attached project location map and photos.)
Replacement of Bridge 640029 over Smith Creek is located approximately one mile
north of downtown Wilmington in New Hanover County, North Carolina (see attached,
Figure 1 Vicinity map).
B. Description of Need and Purpose:
NCDOT Bridge Management Unit records indicate Bridge No. 29 was constructed in
1931 and reconstructed in 1962. It has a sufficiency rating of 25.89 out of a possible
100 for a new structure. The bridge is considered structurally deficient due to a
substructure condition appraisal of 4 out of 9 and a superstructure appraisal of 4 out of
9 according to Federal Highway Administration (FHWA) standards.
C. Categorical Exclusion Action Classification: (Check one)
Xl TYPE I A
I I TYPEIB
TYPE II A
TYPE II B
D. Proposed Improvements — Delete Action Classifications that do not apply.
28. Bridge rehabilitation, reconstruction, or replacement or the construction of grade
separation to replace existing at-grade railroad crossings, if the actions meet the
constraints in 23 CFR 771.117(e)(1-6).
E. Special Project Information: (Provide a description of relevant project information, which
may include: vicinity map, costs, alternative analysis (if any), traffic control and staging,
and resource agency/public involvement).
This project has one alternative that involves replacing Bridge 640029 at its
current location (on-site), with an off-site detour. The detour route is
approximately four miles in length.
Only minor amounts of right of way would be required for project construction
(see attached aerial map with land parcels and project plan sheets).
1

s
This project may involve relocation of a Corbett Package Company driveway,
located north of Bridge 640029.
The North Carolina Wildlife Commission (NCWRC) and the North Carolina
Division of Parks and Recreation (NCDENR) have requested NCDOT
consideration of including a small parking area, and canoe launch that would
provide access to the Cape Fear River.
The new bridge will be three spans, pre-stressed girder-type bridge. The
structure will not require a fender system or design for vessel impact.
Public Involvement:
Landowner notification letters were sent to potentially impacted property
owners within the project study area. No responses from our notification were
received. Based on the lack of response, it was determined that any
additional public involvement (newsletters or meetings) activities would take
place closer to the project construction let date.
2

•
New Hanover County
Replacement of Bridge No. 29 over Smith Creek
Federal Project No. BRNHS-117(5)
WBS No. 38420.1.2
TIP No. B-4590
Division Environment Unit (DEU)
The waters within the study area do provide suitable habitat for the Atlantic sturgeon,
Shortnose sturgeon, and the West Indian manatee therefore the biological conclusion
for these species is "May Affect, Not Likely to Adversely Affect". Coordination with
NOAA NMFS has occurred and the following minimizations measures and commitments
will be implemented during construction to satisfy the Section 7 consultation
requirements for these species.
• A February 15 through June 30 in-water work moratorium will be implemented.
• Drill casings will be installed prior to in-water work moratorium, allowing work
within the casings to occur during the moratorium.
• If pilings are required within the water column for a temporary work trestle to
access the drill shafts, they will be installed prior to the in-water work moratorium.
• Turbidity curtains will be utilized to isolate in water work areas from surrounding
waters at all times during construction.
• Passage upstream and downstream will not be impaired or blocked at any time
during construction.
PDEA Human Environment Unit- Section 106
Bridge 29 over Smith Creek is eligible for the National Register of Historic Places. An
effects consultation was conducted on December 13, 2017 and it was determined that
the project imposes an adverse impact on Bridge No. 29. A MOA process is underway.
Any commitments required as part of the MOA process will be incorporated into the final
"Green Sheet" commitments.
Hydraulic Unit— FEMA Coordination
NCDOT Hydraulics Unit recommends raising the roadway grade by 2.7 feet to match
existing low chord.
The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP) to
determine the status of the project with regard to applicability of NCDOT's
Memorandum of Agreement with FMP (dated April 22, 2013, modified February 5,
2015).
GeoEnvironmental Section — Impacts to Underground Storage Tanks (UST's)
According to a NCDOT Hazardous Materials Report, dates March 3, 2015, from Terry
W. Fox, one site within the project study area, Corbett Package Company, may contain
USTs within the project limits. NCDOT's GeoEnvironmental Section will provide any
needed soil and groundwater assessment, in the event that temporary construction
easement, or right of way acquisition is required from this property.

Categorical Exclusion Approval
STIP Project No. B-4590
WBS Element 38420.1.2
Federal Project No. BRNHS-117(5)
Prepared By:
, . . FL&
8/29/2018
Date <Julie Flesch-Pate LEED AP, Senior Project Manager>
<Moffatt& Nichol>
Prepared For:
North Carolina Department of Transportation
Reviewed By: ''ll
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ciuc .- .' L1. Vo-Q
D Monica Duval, Division 3 Assistant Bridge Program Manager
North Carolina Department of Transportation
Da a Mason Herndon, ivision 3 Environmental Supervisor
North Carolina Department of Transportation
If all of the threshold questions (1 through 7)of
® Approved Section F are answered "no," NCDOT approves this
Categorical Exclusion.
If any of the threshold questions (1 through 7) of
Certified Section F are answered "yes," NCDOT certifies this
Categorical Exclusion.
/ (71Eir ,�.
Date fait Karen Eason Collette, PE, Division 3 Engineer
North Carolina Department of Transportation
FHWA Approved: For Projects Certified by NCDOT(above), FHWA signature
required.
Date John F. Sullivan, Ill, PE, Division Administrator
Federal Highway Administration

Sollod, Steve
From: Brittingham, Cathy
Sent: Tuesday, March 24, 2015 1:32 PM
To: Sollod, Steve; Lane, Stephen
Subject: FW: NCDOT Division 3 Bridge Group E Field Scoping Invitation 4/27/2015
Attachments: NCDOT Division 3 Bridge Group E Field Scoping Meeting Invitation 4.27.15.pdf; Group E
Bridge Maps.zip
Cathy Brittingham, Transportation Project Coordinator
N.C. Division of Coastal Management
[phone] phone
[e-mail]
Please visit www.nccoastalmanagement.net to subscribe to Coastal Management's quarterly newsletter,the CAMAgram.
Mailing Address: Physical Address:
1638 Mail Service Center 512 North Salisbury Street
Raleigh,NC 27699-1638 Archdale Building
12th Floor,Room 1204G
Raleigh,NC 27604
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties
From: Glynn, Amanda T
Sent: Tuesday, March 24, 2015 12:58 PM
To: [e-mail]; [e-mail]; [e-mail]; Brittingham, Cathy;
Staples, Shane; [e-mail]; Strong, Brian; [e-mail]; Chapman, Amy; Herndon, Mason;
Wilson, Travis W.; Lovering, Gary R; Murray, Emily E; Potter, Matthew ([e-mail]); Deaton, Robert W;
Devens, Thomas E; Atkinson, Paul; Argenbright, Dean N; Whitaker, Barry W; Rivenbark, Chris; Lane, Stephen; Ray, Carl
E; Thompson, Hugh; Honeycutt, Keith E; Earl.Dubindot.gov; Mccombs, Iris H; Law, Anthony W; Perry, Daniel L; Britt,
Adam T; Carroll, Trevor K; Hite, Katie E; Kimes, D. Chad; Mathis, Stonewall D; Westphal, Anneliese; davis,john s;
Mclamb, Corey D; Joyner, Drew
Subject: NCDOT Division 3 Bridge Group E Field Scoping Invitation 4/27/2015
Please see attached Field Scoping Meeting Invitation and attached maps.
Your comments are requested by April 23, 2015 if you are unable to attend.
Thank you,
Amanda
Amanda T. Glynn, P.E.
Division Bridge Program Manager
NCDOT—Division 3
5501 Barbados Blvd.
Castle Hayne, NC 28429
910.341.2000—Phone
910.675.0143—Fax
[e-mail]
1

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
March 24, 2015
MEMORANDUM TO: Scoping Meeting Invitees
DocuSigned by:
FROM: Amanda T. Glynn, P.E
D3FBBDD3A 64B9...
Division Bridge Program anager
SUBJECT: Request for comments on NCDOT Bridge Replacement Projects—
Bridge Group E
B-4438—Brunswick 47—NC 111 (Green Swamp Rd NW)over Bear Pen Islands Swamp
B-4590—New Hanover 29—SR 2812(Castle Hayne Rd)over Smith Creek
B-4928—Brunswick 28—SR 1432(Old Mill Rd NE)over Mill Creek
B-5311 —Brunswick 104—SR 1500(Midway Rd)over Middle Swamp
B-5540—Brunswick 202—SR 1357(N Mulberry Rd NW)over Mulberry Branch
The North Carolina Department of Transportation(NCDOT) is preparing the planning and
environmental studies for the above referenced bridge replacement projects. We anticipate
that the projects will be processed as Programmatic Categorical Exclusions or as Categorical
Exclusions.
The purpose of this letter is to solicit your input concerning the potential impacts of the
proposed projects upon social, economic, demographic, land use or environmental conditions
near the project sites. Vicinity maps are attached illustrating the locations of the projects.
This letter constitutes solicitation for scoping comments. The scoping meeting will be held
starting at 10:00 AM on Monday,April 27, 2015 at Brunswick Bridge 202 near Shallotte.
We will travel from there to Brunswick 47, then to Brunswick 104,then to Brunswick 28 and
finish the day at New Hanover 29. If you do not wish to attend all sites, please let me know
and I will give you an estimated time to start at each site.
In lieu of attending the scoping meeting,you may provide written comments by April 23,
2015. Your comments will enable us to evaluate the impacts of the proposed projects and
address your concerns.
Thank you for your assistance. Should you have any questions,please feel free to contact me
at(910)341-2000 or by e-mail at atglynn@a,ncdot.gov.
5501 Barbados Boulevard,Castle Hayne,NC 28429 [phone] Fax[phone]

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9
0436,1.
North Carolina Wildlife Resources Commission < >
Gordon Myers, Executive Director
MEMORANDUM
TO: Chris Rivenbark
NCDOT,Nature Environment Section
FROM: Travis Wilson, Highway Project Coordinator
Habitat Conservation Program
DATE: January 30, 2015
SUBJECT: 2015 Bridge Replacements
Biologists with the N. C. Wildlife Resources Commission(NCWRC)have reviewed the
information provided and have the following preliminary comments on the subject project. Our
comments are provided in accordance with provisions of the National Environmental Policy Act
(42 U.S.C.4332(2)(c))and the Fish and Wildlife Coordination Act(48 Stat. 401, as amended; 16
U.S.C. 661-667d).
Our standard recommendations for bridge replacement projects of this scope are as
follows:
1. We generally prefer spanning structures. Spanning structures usually do not require
work within the stream and do not require stream channel realignment. The horizontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters.
2. Bridge deck drains should not discharge directly into the stream.
3. Live concrete should not be allowed to contact the water in or entering into the stream.
4. If possible, bridge supports(bents) should not be placed in the stream.
5. If temporary access roads or detours are constructed,they should be removed back to
original ground elevations immediately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should
be planted with a spacing of not more than 10'x10'. If possible,when using temporary
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh,NC 27699-1721
Telephone: [phone] • Fax: [phone]

n
Bridge Memo Page 2 January 30,2015
structures the area should be cleared but not grubbed. Clearing the area with chain
saws, mowers, bush-hogs,or other mechanized equipment and leaving the stumps and
root mat intact, allows the area to revegetate naturally and minimizes disturbed soil.
6. A clear bank(riprap free)area of at least 10 feet should remain on each side of the
steam underneath the bridge.
7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army
Corps of Engineers nationwide and general `404' permits. We have the option of
requesting additional measures to protect trout and trout habitat and we can
recommend that the project require an individual `404' permit.
8. In streams that contain threatened or endangered species,NCDOT biologist should be
notified. Special measures to protect these sensitive species may be required.
NCDOT should also contact the U.S. Fish and Wildlife Service for information on
requirements of the Endangered Species Act as it relates to the project.
9. In streams that are used by anadromous fish,the NCDOT official policy entitled
"Stream Crossing Guidelines for Anadromous Fish Passage(May 12, 1997)"should
be followed.
10. Sedimentation and erosion control measures sufficient to protect aquatic resources
must be implemented prior to any ground disturbing activities. Structures should be
maintained regularly, especially following rainfall events.
11. Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing activities to provide long-term erosion control.
12. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, rock berms, cofferdams, or other diversion structures should be used where
possible to prevent excavation in flowing water.
13. Heavy equipment should be operated from the bank rather than in stream channels in
order to minimize sedimentation and reduce the likelihood of introducing other
pollutants into streams.
14. Only clean, sediment-free rock should be used as temporary fill(causeways), and
should be removed without excessive disturbance of the natural stream bottom when
construction is completed.
15. During subsurface investigations,equipment should be inspected daily and
maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials.
If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are
used:
1. The culvert must be designed to allow for aquatic life and fish passage. Generally,the
culvert or pipe invert should be buried at least 1 foot below the natural streambed
(measured from the natural thalweg depth). If multiple barrels are required,barrels
other than the base flow barrel(s)should be placed on or near stream bankfull or
floodplain bench elevation (similar to Lyonsfield design). These should be

Bridge Memo Page 3 January 30,2015
reconnected to floodplain benches as appropriate. This may be accomplished by
utilizing sills on the upstream and downstream ends to restrict or divert flow to the
base flow barrel(s). Silled barrels should be filled with sediment so as not to cause
noxious or mosquito breeding conditions. Sufficient water depth should be provided
in the base flow barrel(s)during low flows to accommodate fish movement. If
culverts are longer than 40-50 linear feet, alternating or notched baffles should be
installed in a manner that mimics existing stream pattern. This should enhance
aquatic life passage: 1)by depositing sediments in the barrel,2) by maintaining
channel depth and flow regimes,and 3)by providing resting places for fish and other
aquatic organisms. In essence,base flow barrel(s) should provide a continuum of
water depth and channel width without substantial modifications of velocity.
2. If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
3. Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment. Widening the stream channel must be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and
disrupts aquatic life passage.
4. Riprap should not be placed in the active thalweg channel or placed in the streambed
in a manner that precludes aquatic life passage. Bioengineering boulders or structures
should be professionally designed, sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks. If the structure will be on a new alignment,the old structure should be removed
and the approach fills removed from the 100-year floodplain. Approach fills should be removed
down to the natural ground elevation. The area should be stabilized with grass and planted with
native tree species. If the area reclaimed was previously wetlands,NCDOT should restore the
area to wetlands. If successful,the site may be utilized as mitigation for the subject project or
other projects in the watershed.
Project specific comments:
B-4453 Camden County bridge number 19 on SR 1235 over UT: Anadromous species are found
in this tributary. NCDOT should follow all stream crossing guidelines for anadromous fish
passage, including an in-water work moratorium from February 15 to June 30. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4648 Tyrrell County bridge number 17 on SR 1105 over Riders Creek: Anadromous species
are found in this portion of Riders Creek. NCDOT should follow all stream crossing guidelines
for anadromous fish passage, including an in-water work moratorium from February 15 to June
30. We recommend replacing this bridge with a bridge. Standard recommendations apply.
B-5416 Perquimans County bridge number 29 on SR 1200 over a branch of Perquimans River:
We recommend replacing this bridge with a bridge. Standard recommendations apply.

I II
Bridge Memo Page 4 January 30,2015
B-5503 Martin County bridge number 53 on SR 1142 over Collie Swamp: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-5507 Chowan County bridge numbers 24,20, and 21 on NC 32 over Warwick Swamp,Dillard
Creek, and Sand Run Creek: Anadromous species are found in these tributaries. NCDOT should
follow all stream crossing guidelines for anadromous fish passage, including an in-water work
moratorium from February 15 to June 30. We recommend replacing this bridge with a bridge.
Standard recommendations apply.
B-5508 Hyde County bridge number 21 on SR 1311 over Waupopin Canal: Anadromous species
are found in this portion of Waupopin Canal. NCDOT should follow all stream crossing
guidelines for anadromous fish passage, including an in-water work moratorium from February
15 to June 30. We recommend replacing this bridge with a bridge. Standard recommendations
apply.
B-5605 Hertford County bridge number 31 on US 13 over railroad: We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B-4425 Beaufort County bridge number 69 on SR 1136 over a Branch of Chocowinity Creek:
We recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4427 Beaufort County bridge number 6 on SR 1422 over Big Swamp: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4430 Beaufort County bridge number 135 on SR 1742 over Bath Creek: Bath Creek is
designated as a Primary Nursery Area.NCDOT should follow all stream crossing guidelines for
anadromous fish passage, including an in-water work moratorium from February 15 to
September 30. We recommend replacing this bridge with a bridge. Standard recommendations
apply.
B-4483 Craven County bridge number 66 on SR 1232 over Grape creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4595 Pamlico County bridge number 14 on SR 1005 over Beard Creek: Anadromous species
are found in this portion of Beard Creek. NCDOT should follow all stream crossing guidelines
for anadromous fish passage, including an in-water work moratorium from February 15 to June
30. We recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4596 Pamlico County bridge number 28 on SR 1005 over Fork of Beard Creek: Anadromous
species are found in this portion of Beard Creek. NCDOT should follow all stream crossing
guidelines for anadromous fish passage, including an in-water work moratorium from February
15 to June 30. We recommend replacing this bridge with a bridge. Standard recommendations
apply.
B-4485 Craven County bridge number 26 on SR 1621 over Beaver Dam Swamp: We
recommend replacing this bridge with a bridge. Standard recommendations apply.

r �
Bridge Memo Page 5 January 30,2015
B-4527 Greene County bridge number 26 on SR 1705 over Bear Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4569 Lenoir County bridge number 68 on SR 1515 over Groundnut Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4593 Pamlico County bridge number 38 on NC 55 over Trent Creek: Anadromous species are
found in this portion of Trent Creek. NCDOT should follow all stream crossing guidelines for
anadromous fish passage, including an in-water work moratorium from February 15 to June 30.
We recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4414 Beaufort County bridge number 43 on US 264 over Pungo Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4433 Beaufort County bridge number 40 on SR 1932 over Horse Pen Swamp: Anadromous
species are found in this portion of Horse Pen Swamp. NCDOT should follow all stream
crossing guidelines for anadromous fish passage, including an in-water work moratorium from
February 15 to June 30. We recommend replacing this bridge with a bridge. Standard
recommendations apply.
B-4605 Pitt County bridge number 5 on SR 1777 over Chicod Creek: We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B-4606 Pitt County bridge number 17 on SR 1780 over Chicod Creek: We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B-4607 Pitt County bridge number 43 on SR 1923 over Swift Creek: We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B-4709 Beaufort County bridge number 14 on SR 1932 over Branch Durham Creek: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4786 Pitt County bridge number 38 on US 13 over Tar River: Tar River at this location is
designated as a Primary Nursery Area.NCDOT should follow all stream crossing guidelines for
anadromous fish passage, including an in-water work moratorium from February 15 to
September 30. We recommend replacing this bridge with a bridge. Standard recommendations
apply.
B-4438 Brunswick County bridge number 47 on NC 211 over Branch of Juniper Creek: Juniper
Creek Game Land is located within the project study area, DOT should coordinate closely with
NCWRC during the design and construction of this project to avoid and minimize impacts to this
area. We recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4590 New Hanover County bridge number 29 on NC 133 over Smith Creek: Anadromous
species are found in this portion of Smith Creek. NCDOT should follow all stream crossing
guidelines for anadromous fish passage, including an in-water work moratorium from February

Bridge Memo Page 6 January 30,2015
15 to June 30. We recommend replacing this bridge with a bridge. Standard recommendations
apply.
B-4928 Brunswick County bridge number 28 on SR 1432 over Mill Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-5311 Brunswick County bridge number 104 on SR 1500 over Middel Swamp: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-5540 Brunswick County bridge number 202 on SR 1357 over Branch of Shallotte River: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4501 Duplin County bridge number 325 on SR 1004 over Branch of NE Cape Fear River: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4502 Duplin County bridge number 144 on SR 1704 over Panther Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-5534 Duplin County bridge number 82 on NC 111 over Burnt Coat Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4635 Sampson County bridge number 9 on US 13 over South River overflow: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4636 Sampson County bridge number 56 on NC 24 over Six Runs Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4638 Sampson County bridge number 195 on SR 1703 over Merkle Swamp: The North
Carolina Ecosystem Enhancement Program(EEP), Great Coharie Tract is located within the
project study area, DOT should coordinate closely with EEP during the design and construction
of this project to avoid and minimize impacts to this area. We recommend replacing this bridge
with a bridge. Standard recommendations apply.
B-4813 Sampson County bridge number 18 on SR 1004 over Crane Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4815 Sampson County bridge number 3 on SR 1933 over Beaver Dam Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-5308 Sampson County bridge number 152 on SR 1455 over Caesar Swamp: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-5310 Sampson County bridge number 188 on SR 1817 over Ward Swamp: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4844 Wayne/Duplin County bridge number 117 on SR 1502 over NE Cape Fear River: We
recommend replacing this bridge with a bridge. Standard recommendations apply.

Bridge Memo Page 7 January 30,2015
B-4839 Wayne County bridge number 96 on SR 1006 over Thoroughfare Swamp: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4840 Wayne County bridge number 264 on SR 1117 over Thunder Swamp: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4842 Wayne County bridge number 45 on SR 1353 over Great Swamp: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4935 Halifax County bridge number 120 on SR 1003 over Branch of Deep Creek: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4940 Wayne County bridge number 25 on SR 157 over Exum Mill Branch: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4941 Wayne County bridge number 93 on SR 1009 over Town Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4942 Wayne County bridge number 121 on SR 1702 over West Bear Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-4937 Johnston County bridge numbers 118 and 119 on I-95 over CSX Railroad: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-4479 Columbus County bridge numbers 222,226, 228,and 230 on SR 1700 over Red Hill
Swamp: We recommend replacing this bridge with a bridge. Standard recommendations apply.
B-5505 Harnett County bridge number 151 on SR 1415 over Hectors Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-5511 Robeson County bridge number 399 on SR 1741 over Big Marsh Swamp: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B-5513 Harnett County bridge number 72 on SR 2045 over Anderson Creek: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B-5529 Robeson County bridge number 434 on SR 1003 over Back Swamp: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
If you need further assistance or information on NCWRC concerns regarding bridge
replacements,please contact me at(919) 707-0370. Thank you for the opportunity to review and
comment on this project.

3rittingham, Cathy
From: Henderson, Roger <[e-mail]>
Sent: Thursday, January 22, 2015 1:22 PM
To: Wicker, Henry M JR SAW ([e-mail]);
[e-mail]; [e-mail]; Brittingham, Cathy;
[e-mail]; Strong, Brian; Chapman, Amy; [e-mail]
Cc: Deaton, Robert W; Potter, Matthew
Subject: Notification of start of activities for NCDOT State Transportation Improvement Program
bridge replacement projects in Brunswick and New Hanover counties, to be let in FY
2019.
Attachments: Summary of Bridge Project Info.xlsx
Dear Agency Representative:
The Project Development and Environmental Analysis Unit of NCDOT is beginning the process of environmental and
engineering studies for the bridge replacement projects listed in the attached spreadsheet. In the near future, our
consultant, Natural Environment Section and/or Human Environment Section will be in contact with your agency, as
applicable, requesting project specific information. While we do not anticipate a response to this notification, if you
have time sensitive concerns we welcome your input.
On behalf of Bob Deaton, NCDOT PDEA, we thank you,
Roger Henderson,AICP, P.E.
Sr.Transportation Planner
Moffatt& Nichol
1616 E. Millbrook Road, Suite 160
Raleigh, NC 27609
o 919.781.4626
m 919.426.6575
[e-mail]
1

Project Description
TIP# NCDOT
SR# Crossing Bridge No. County Division
Juniper Creek
B-4438 NC 211 (Bear Pen 47 Brunswick 3
Islands Swamp)
SR New
B-4590 29 3
2812 Smith Creek Hanover
SR
B-4928 28 Brunswick 3
1432 Mill CreekSR
B-5311 104 Brunswick 3
1500 Middle Swamp
Branch of
SR Shallotte River
B-5540 1357 (Mulberry 202 Brunswick 3
Branch)

***This is a word processing form to be completed in Microsoft Word'
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11/01/2012)
Applicant: N C 12o7— Date: 1.4-ri-
Project Site County Iv
Staff: j'�� Lcr,-4- District: DElizabeth City ❑Washington
['Morehead City EMilnnington
Project Name: !v,t� + �.� ��.6/.jx)`j ( 40'1o)Rover File:
Date application"received as complete"in the Field office(EX: 1/8/2007): i-{ _).43
Permit Authorization: [KAMA [dredge&Fill L soth
SITE DESCRIPTION/PERMIT INFORMATION
PNA: DYes to Photos Taken: Yes[`(No❑ �,,� Setback Required(riparian): DYes E o
Critical Habitat:DYes ❑No DiQot Sure 15 foot waiver obtained:['YesNtvo Hazard Notification Returned:
Dyes EIN
SAV: DYes Erg-0 ❑Not Sure Shell Bottom: DYes Dt; ❑Not Sure Temporary Impacts: l 'es ❑No
Sandbags: DYes [moo ❑ Not Sure Did the land use classification come from Mitigation Required(optional):
county LUP: afes ❑No DYes Hicj
Moratorium Conditions: Etfg ❑No Environmental As. essment Done:
DNA DYes ❑No BNA Ct'F &K.
SECONDARY WATER CLASSIFICATION—OPTIONAL(choose MAX of 4)
❑ Future Water Supply(FWS) ❑ Nutrient Sensitive Waters(NSW) -Swamp Waters(SW)
❑ High Quality Waters(HQW) 0 Outstanding Resource Waters(ORW)
WETLANDS IMPACTED
(404) Corp. of Engineers (Jurisdictional 0 (LS)Sea lavender(Limonium sp.) ❑ (SS)Glasswort(Salicornia sp.)
wetlands)
❑ (CJ) Saw grass(Cladium jamaicense) ❑ (SA)Salt marsh cordgrass(Spartina IR(gY)Salt reed grass(Spartina
altemiflora) cynosuroides)
❑ (DS)Salt or spike grass(Distichlis 0 (SC) Bullrush or three square(Scirpus El'(rY)Cattail(Typha sp.)
spicata) sp.)
❑ (JR) Black needlerush (Juncus 0 (SP)Salt/meadow grass(Spartina
roemerianus) patens)
APPLICATION FEE
0 No fee required-$0.00 0 III(A) Private w/D&F up to 1 acre;3490 ❑ III(D)Priv. public or comm w/D&F to 1
can be applied-$250 acre;3490 can't be applied-$400
0 Minor Modification to a CAMA Major 0 Major Modification to a CAMA Major INN Any development involvingD&F of
permit-$100 permit -$250
more than 1 acre-$475
❑ Permit Transfer-$100 ❑ III(B) Public or commercial w/D&F to 1 ❑ Express Permit-$2000
acre;3490 can be applied-$400
❑ Major development extension request- ❑ II. Public or commercial/no dredge
$100 and/or fill-$400
0 I. Private no dredge and/or fill-$250 ❑ III(C)Priv.public or comm w/D&F to 1
acre;3490 can be applied; DCM needs
DWQ agreement-$400
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement-net revised:02/15/10

• NC Division of Coastal Mgt, Application Computer Sheet, Page 2 of 3)
Applicant: N CpOi N,,, H�qo✓ p,V,,, )-9
A-IDate: Z2—'l, ( Q� o j
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE REPLACE
Activity Name Number Choose Choose Dimension 1 Dimension 2 Dimension 3 Dimension 4
One One
New Work I Replace
B 41
BTUs'e- Maint❑ LK ❑ N 2
7�,y', New Work[r Replace Z 3 t7 3 Q
8Idy_ Maint❑ ❑Y ❑1
4,/.---T New Work El- Replace r U f--
/r5� Maint❑ ❑Y [ I
1...,. 0-,-,1 New Work[ Replace Q .Z kJ
Fr',�� — Maint 0 lB �❑Y •
'J New Work Replace 2-7'1 O
(�-,."i Maint❑ [3( ❑N l b
14 2 New Work Cr- Replace 73
�7 Maint❑ EK ❑N j
fc ), j k 7 New Work 0--- Replace
Maint ID ❑Y �I '�`�
foaau,.,11, 2— New Work(g--- Replace 130 5--
Maint❑ ❑Y E1
/fir C� -2_
New Work EV Replace / u o
¢ rMaint❑ ❑Y t 0R New Work( Replace
; �2
1 r�r
Maint El Y [g-61 I 0
'K,,.„._,11%,, New Work Eg'-- Replace
Maint❑ ❑�Q ❑N �� l
w.4-r-Iiice New Work Er-4—Replace ' p i 0 "
Maint❑ Efrf ❑N
d V J-'— /cam`'• New Work❑-' Replace
c_1(< wifr,j Z Maint❑ Of N 7 D c
01^.-c:r4:,-1 rsrc New Work Er Replace
f. 6_,...._ [(a_ • Maint El C El 1/'�- `�
ov...., s ( •t- ;�""v New Work D-' Replace
caLie .r
co.fry - Maint❑ ❑N r,�0
New Work 0 Replace
Maint❑ ❑Y 0 N
New Work 0 Replace
Maint❑ ❑Y ❑N
New Work 0 Replace
Maint❑ ❑Y ❑N
New Work 0 Replace
Maint❑ ❑Y ❑N
New Work 0 Replace
Maint❑ ❑Y ❑ N
revised 02/15/10

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
Applicant:
N IV AAA/ H-A A.c v BNd �—`l
Date: (-21-)-o ( .-(irc16)
Describe below the HABITAT disturbances for the application. All values should match the name,and units of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft. FINAL Sq. Ft. TOTAL Feet FINAL Feet
(Applied for. (Anticipated final (Applied for. (Anticipated final
Habitat Name DISTURB TYPE Disturbance total disturbance. Disturbance disturbance.
Choose One includes any Excludes any total includes Excludes any
anticipated restoration any anticipated restoration and/or
restoration or and/or temp restoration or temp impact
temp impacts) impact amount) temp impacts) amount)
Dredge❑ Fill[Both ❑ Other ❑ 1 7f
Or, Vi`:kr Dredge❑ Fill 0 Both ❑ Other I
6 W� Dredge 0 Fill❑ Both 0 Other p--- /71Z
f✓Lk,i t�' Fi
/\ Dredge ll❑ Both ❑ Other El!l o �'� 0
/11,, `j` Dredge❑ Fill E troth ❑ Other ❑
W.A a� `i/ /
rkiLti-d/� Dredge 0 Fill Both ❑ Other 0
El
W.�H�•�/ Dredge❑ Fill P---Both 0 Other IDI S� I r`�
£4 ((
Dredge El Fill IE3oth ❑ Other ❑ 2 6 Q
f�cdlDA444G(
II✓� Dredge❑ Fill❑ Both ❑ Other [3
rT G 2�
}fh �ou.�/
r
Dredge 0 Fill❑ Both ❑ Other I� �Z/ �7 / 7 7
Dredge❑ Fill❑ Both ❑ Other ❑
Dredge❑ Fill❑ Both ❑ Other ❑
Dredge❑ Fill❑ Both ❑ Other ❑
Dredge❑ Fill❑ Both ❑ Other ❑
Dredge❑ Fill❑ Both ❑ Other ❑
252-808-2808 1-888-4RCOAST :: www.nccoastatmanagement.net
revised;02/15/10

t ..
•
qy v
42t-
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
BRAXTON C.DAVIS
Director
April 22, 2020
Star News
Legal Advertisement Section
115 N. 3rd St., Suite
Wilmington,NC 28401
Re: Public Notice—NCDOT's proposed replacement of New Hanover Bridge No. 29 over
Smith Creek
Dear Sir:
Please publish the attached Notice in the Friday April 24, 2020 issue of the Star News.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit,an original copy of the published
notice, and an original invoice to Ellie Davis, NC Division of Coastal Management, 400
Commerce Avenue,Morehead City,North Carolina 28557,Telephone[phone].
Thank you for your assistance in this matter. If you should have any questions,please contact me
at our Morehead City office.
Sincerely,
Stephen Lane
Coastal Management Representative
Enclosure
cc: Jonathan Howell, Major Permits Coordinator
NORTH Q�
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557
252.8082808

N() T1 (314:
CAMA PERMIT
APPLIED FOR
PROJECT: The applicant proposes to replace the
existing 248' long bridge on SR 2812 over Smith
Creek with a new 263' long bridge and associated
infrastructure.
COMMENTS ACCEPTED THROUGH May 14, 2020
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
N.C. Department of Transportation Stephen Lane
c/o Mason Herndon, Env. Officer N.C. Division of Coastal Management
Highway Division 3 , 400 Commerce Avenue
5501 Barbados Blvd. Morehead City, NC 28557
Castle Hayne, NC 28429 [phone]

•
q,aw
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H.TROGDON,III
GOVERNOR SECRETARY
March 23,2020
Dear Landowner:
The North Carolina Department of Transportation is planning to replace bridge number 640029 on SR
2812(Castle Hayne Road)over Smith Creek. The proposed project will replace the aging existing
structure over Smith Creek. The project will replace the existing 248-foot bridge with a 263-foot bridge.
The additional length will allow for the replacement of a substandard structure.
This project crosses an Area of Environmental Concern,as defined by the North Carolina Division of
Coastal Management(DCM),and must be approved by the DCM under provisions of the Coastal Area
Management Act(CAMA). One of the prerequisites to this approval is that adjacent riparian landowners
be given an opportunity to comment on the proposal. The full permit application detailing the work
planned,including vicinity map and site drawings,is enclosed for your review.
The attached form is submitted to ensure that you have an opportunity to comment on the proposal. If you
have no objections to the proposal,please return the form with your response within 30 days to this
office. If you do have objections to the project,please forward your comments to:
Mr. Stephen Lane
N.C.Division of Coastal Management
400 Commerce Ave.
Morehead City,NC 28557
Thank you for your cooperation.
Sincerely,
Mason Herndon
Division 3 Environmental Officer
cc: Stephen Lane,NCDCM
File—TIP B-4590
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 5501 BARBADOS BLVD.
HIGHWAY DIVISION 3 Website:www.ncdot.gov CASTLE HAYNE,NC 28429
5501 BARBADos BLVD.
CASTLE HAYNE,NC 28429

ADJACENT RIPARIAN LANDOWNER STATEMENT
(New Hanover County: Replace Bridge No.640029 over Smith Creek)
NCDOT TIP B-4590
General Statutes and Division of Coastal Management Major Permit approval procedures require
that riparian landowners with property adjoining a proposed development in an Area of
Environmental Concern (AEC) be given thirty (30) days in which to comment on the proposed
development. This form allows the adjacent riparian landowner to express either: (1) that he/she
objects to the project; or, (2)that he/she does not object and desires to waive his/her right to the
30-day period so that the processing of the application can progress more rapidly. Of course,the
adjacent riparian landowner need not sign this form at all if he/she so chooses.
I, , am an adjacent riparian property owner and am aware of the
North Carolina Department of Transportation's plans for replacing bridge number 640029 over
Smith Creek in new Hanover County,North Carolina. I am further aware that this work will occur
in one or more Areas of Environmental Concern and therefore will require authorization from the
Division of Coastal Management in accordance with the Coastal Area Management Act(CAMA).
I have no objection to the project as presently proposed and hereby waive that right of
objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and my comments are attached.
Signature of Adjacent Riparian Landowner Date
Phone Number with Area Code

TIP B-4590 Landowner Notification List February 2020
Property ID Contact Name Contact Address
1 Smith Creek Boatyard Inc 127 Northern Blvd, Wilmington,NC 28401
3 E.W.Godwin Sons Inc PO Box 1806, Wilmington,NC 28402
4 Corbett Package Company PO Box 210,Wilmington,NC 28402
Bellamy Emma May Hargrove Heirs PO Box 3145, Wilmington,NC 28406-0145

SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY SENDER: COMPLETE THIS SECTION CCMPLETE THIS SECTION ON DELIVERY
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,
Brittingham, Cathy
From: Brittingham, Cathy
Sent: Monday, October 12, 2020 12:33 PM
To: SVC_DEQ.DCM_Accounting
Cc: Stephen Lane
Subject: DOT permit fee, B-4590, New permit 70-20
Attachments: DOT PERMIT FEE BILLING REQUEST.doc
Hello,
Please see attached. Please let me or Stephen Lane know if you have any questions or concerns.
Sincerely,
Cathy Brittingham
Cathy Brittingham,Transportation Project Coordinator
N.C.Division of Coastal Management
[phone] phone
cathy.brittingham(a,ncdenr.gov
Mailing Address: _
c/o DWR Transportation Permitting Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Physical Address:
512 North Salisbury Street
Archdale Building
12th Floor, Room 1204C
Raleigh,NC 27604
Please visit https://deq.nc.gov/about/divisions/coastal-management/for more information about the N.C.Division of Coastal Management.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties
1

DOT PERMIT FEE BILLING REQUEST
Date: 10/12/20
To: Jessica Gibson and Ellie Davis
CC: Stephen Lane
From: Cathy Brittingham
Transfer Amount: $475.00
Project Description: B-4590, Replacement of Bridge No. 29 on SR 2812 (Castle Hayne
Road)on Smith Creek.
Project Location: New Hanover County
DCM Permit Type,Number and Issue Date: New, 70-20, issued 6/11/20
Fee Division if Applicable: (record amounts to be split with DWR, if applicable)
DCM: 60%
DWR: 40%
WBS Element Number: 38420.1.2

•
Major Permit Fee Schedule
Project Name: County: Check No&Amount_
hizid%/ {-1A0<av1 )-`1 New FK've,✓' w->J# 3 f1-1Z0-1�
Development Type Fee DCM % DWQ
(14300160143510009316256253) (2430016024351000952341)
I.Private,non-commercial development
that does not involve the filling or
$250 100% ($250)
excavation of any wetlands or 0% ($0)
open water areas:
II.Public or commercial development that •
does not involve the filling or excavation - $400 100% ($400) 0% ($0)
of any wetlands or open water areas:
•
•
III.For development that involves the
filling and/or excavation of up to 1 acre -
of wetlands and/or open water areas, •
determine if A,B,C, or D below applies:
111(A).Private,non-commercial
development,if General Water Quality .$250 100% ($250) - 0% ($0)
Certification No.4175 can be applied:
i
111(B).Public or commercial development,
if General Water Quality Certification $400 100% ($400) 0% ($0)
No.4175 can be applied:
III(C).If General Water Quality
Certification No.4175 could be applied,
but DCM staff determined that additional
review and written DWQ concurrence is . $400 60% ($240) 40% ($160)
needed because of concerns related to
water quality or aquatic life:
,
111(D).If General Water Quality
Certification Mo.4175 cannot be applied: $400 60% ($240) 40% ($160)
®s
IV.C6Development that involves the filling _
and/or excavation of more than one acre $475
0% ($285) 40% ($190)
of wetlands and/or open water areas:

From: Lane, Stephen
Sent: Wednesday, April 22, 2020 9:55 AM
To: [e-mail]
Subject: New Hanover Bridge 29
Please find attached a request for publication in your paper the public notice for the replacement of New Hanover Bridge No.
19. Please let me know if you have any questions or need any additional information.
Thanks,
Stephen Lane
Field Representative for Transportation Projects
NC Division of Coastal Management
Department of Environmental Quality
252 808-2808 office
252 247-3330 fax
Jtepnen.i.aneCdi ncdenr.gov
400 Commerce Avenue
Morehead City, NC 28557
r. `--'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
i