20050649 Ver 2_Application_20060106 (2)

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DEPARTl~NT OF TRANSPORTATION R~'~~~,~ r
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MICHAEL F. EASLEY LYNDO TIPPE~'I'
GOVERNOR SECRETARY
December 29, 2005
N.C. Division of Coastal Management
2877 Highway 70
Beaufort, NC 28516
ATTENTION: Mr. Bill Arrington
NCDOT Coordinator
Dear Sir:
Subject: CAMA General Development Permit Application for the Replacement of
Bridge No. 19 over Stones Creek on NC 210, Onslow County. Federal Aid
Project No. BRSTP-0210(3), State Project No. 8.1262101, TIl' Project No. B-
4215.
Please find enclosed the LAMA General permit application, permit drawings, utility drawing,
landowner receipts, and a copy of the State Stormwater Permit (Permit No. SW8 050917) for the
above-mentioned project. Work Order 8.1262101 will be debited $100.00 for the application of the
subject project. Bridge No. 19 over Stones Creek on NC 210 in Onslow County will be replaced in
the existing location utilizing anoff-site detour. The proposed replacement structure is a bridge 130
feet in length, with two 12-foot travel lanes, and one 8-foot, 10-inch shoulder and one 12-foot
shoulder. The approach roadway will consist of two 12-foot travel lanes with 8-foot shoulders, of
which 4 feet of the shoulders will be paved.
Proposed impacts include 0.003 acre of permanent impact (fill) to 404 wetlands, 0.043 acre of hand-
clearing impact to 404 wetlands, 0.003 acre of permanent surface water impact from the placement of
a single bridge bent, and 1.82 square feet of permanent surface water impact from the installation of
two piers for an aerial sewer line.
Water Resources
Stones Creek is located in the 0303001 CU of the White Oak River Basin. Thy Division of Water
Quality (DWQ) has assigned Stones Creek a Stream Index Number of 19-30-3. DWQ has assigned a
best usage classification of SA HQW.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-1548
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

Bridge Demolition
Bridge No. 19 is a two-lane structure, 90 feet in length with a 26-foot clear roadway width. The deck
and railings of the superstructure are composed of reinforced concrete slab. The substructure is
composed of reinforced concrete abutments and reinforced concrete caps on timber piles. The railings
will be removed without dropping them in to Waters of the U.S. As stated in the Categorical
Exclusion (CE), dropping any portion of the structure in to Waters of the U.S. will be avoided unless
there is no other practical method of removal. Best Management Practices for Bridge Demolition and
Removal will be implemented.
The CE included a project commitment for an in-water construction moratorium due to the potential
for anadromous fish to occur in the project area. A commitment for the implementation of Stream
Crossing Guidelines for Anadromous Fish Passage was also included in the CE. The North Carolina
Wildlife Resource Commission (NCWRC) requested both of these commitments. It was later
determined that the project is not located within the jurisdiction of the NCWRC, but rather, within the
jurisdiction of the North Carolina Division of Marine Fisheries (NCDMF). These commitments and
the proper jurisdiction issue were discussed with Travis Wilson of the NCWRC, and Mr. Wilson
subsequently rescinded the request for the in-water construction moratorium and the request for the
implementation of the Stream Crossing Guidelines for Anadromous Fish Passage. As the proper
jurisdictional agency, NCDMF was contacted. Fritz Rhode with NCDMF informed NCDOT that
based on his personal knowledge and the NCDMF's sampling of Stones Creek, there will be no
anadromous fish using the creek, nor will any shortnose sturgeon be present. NCDMF did not request
any moratoria for this project or any other project conditions.
Essential Fish Habitat
During the preparation of the Categorical Exclusion document for this project, it was determined that
an Essential Fish Habitat (EFH) assessment was not warranted for this project. Ron Sechler with the
National Marine Fisheries Service (NMFS) was contacted prior to submittal of this application
regarding EFH. Mr. Sechler stated that due to the project's design for avoidance/minimization of
impacts (e.g. replacing bridge on same location, reducing the number of bents in the water, using an
off-site detour, etc.), NMFS does not require an EFH assessment.
Avoidance and Minimization
Due to the location of this project. and that of the adjacent wetlands and surface waters, total
avoidance of impacts during the construction of this project is not feasible. NCDOT has taken the
following steps to avoid/minimize impacts to the resources:
• NCDOT will be replacing Bridge No. 19 in its existing location, and an off-site detour will be
utilized for re-routing traffic during construction.
• The existing 90-foot long bridge will be replaced with a 130-foot long bridge, increasing the
floodplain under the bridge.
• The existing bridge has two (2) bents in the water. The proposed bridge will have a single bent in
the water.
• Minimum widths for the approaches and structure have been utilized. In order to allow for the
capture of water on the bridge to prevent direct discharge to Stones Creek, the bridge needs to be
wide enough to alleviate hydraulic concerns for safety regarding the spread of water on the
Page 2 of 5

bridge. As such, the proposed bridge has a 12-foot wide shoulder on the south side, and an 8-foot,
10- inch wide shoulder on the north side.
• Fill slopes in the wetlands will be 2:1, utilizing rock plating (riprap) to avoid major erosion and
slope failure due to the loose alluvial sandy soils of coastal areas.
• Two (2) preformed scour holes, located on the north side of the bridge on either side of Stones
Creek, will be constructed to filter stormwater runoff.
• Design Standards for Sensitive Watersheds will be implemented throughout project construction.
Mitigation
As the project qualifies for the CAMA General Permit, mitigation is not required, nor proposed.
Federally Protected Species
As of January 29, 2003, the US Fish and Wildlife Service (USFWS) lists 12 federally protected
species for Onslow County, as listed in Table 1. The biological conclusions of No Effect contained in
the CE remain valid.
Table 1. Federally Protected Species for Onslow County.
Common Name Scientific Name Status Habitat
Present Biological
Conclusion
American alligator Alligator mississippiensis T(S/A)` Yes Not
A licable
Loggerhead sea turtle Caretta caretta T No No Effect
Pi ing lover Charadrius melodus T No No Effect
Green sea turtle Chelonia mydas T No No Effect
Leatherback sea turtle Dermochelys coriacea E No No Effect
Eastern cougar Felis concolor cou ar E No No Effect
Bald eagle Haliaeetus leucoce halus T' No No Effect
Red-cockaded wood eclcer Picoides borealis E No No Effect
Seabeach amaranth Amaranthus umilus T No No Effect
Golden sed e Carex lutea E No No Effect
Rou -leaved loosestrife Lysimachia as erulaefolia E No No Effect
Cooley's meadownrue Thalictrum colleyi E No No Effect
T(S/A) =Threatened due to similar appearance
Proposed for delisting
T =Threatened
E =Endangered
Utilities
The following utilities are located at the project site: Onslow County Water Department, North
Topsail Utilities, Inc., U.S. Marines, Jones Onslow EMC, and Sprint. Each of the utilities is
described below.
Page 3 of 5

t
Onslow County Water Department: Two (2) existing 12-inch ductile iron water mains, one on top of
the other, supported on wooden piers are in conflict with the bridge construction and will need to be
removed. The water mains will be replaced with HDPE pipe using the directional bore method,
eliminating any impacts to environmentally sensitive/wetland boundary areas.
North Topsail Utilities, Inc.: An existing 10-inch ductile iron force main sewer line that is supported
on wooden piers, located on the north side of Bridge No. 19, is in conflict with the bridge construction
and will need to be removed. The original approach for relocating the sewer line using directional
drill is not feasible for the utility owner. In the sewer system, two schools and two small businesses
use the sewer line for their sewage disposal. During summer months when school is out, a very low
flow of waste is present in the system. Because of the low flow, the utility has experienced problems
with solids settling in their existing system, especially in low spots along the sewer line. A directional
bore with HDPE pipe -under Stones Creek would increase the likelihood of problems with the settling
of solids in the pipe. To maintain the same level of operation of the existing sewer system and not
increase the likelihood of problems, the proposed pipe needs to remain at the same elevation as the
existing line, eliminating the low spot that the installation of the HDPE by directional bore would
introduce into the system. To achieve this, piers supporting the proposed sewer line is the only
feasible means to relocate the sewer line with no adverse impact to the environment. The bridge
design does not allow any pipes to be attached to the bridge itself. A pier support system with 40-foot
centers will have minimal impact to Stones Creek. Two piers of the support system will be located at
both edges of the creek, reducing the likelihood of debris entrapment from a pier located in the center
of the creek. The piers will be installed by pile driving method, and the equipment to drive the piers
will not enter the creek or any wetland areas. Small areas of temporary impacts to the adjacent
CAMA buffer area will occur from equipment staging for the pier installations (see Utility Drawing -
Sheet 1 of 1).
U.S. Marine Corp.: A utility line located outside of the existing right of way is not in conflict with
bridge construction.
Jones Onslow EMC: Existing power lines run on the north side of the bridge, outside of the existing
right of way. These power lines are of sufficient height and location to not be in conflict with bridge
construction.
Sprint Telephone: Sprint will be replacing aerial telephone poles/lines and fiber optic cable with
underground lines, installed by directional bore, and will run from a point before the start of the
proposed guardrail at the beginning of the project, on the north side, to a point beyond the proposed
guardrail, on the north side, towards the end of the project. These lines will be within the existing
right of way (approximately 5' inside of the existing right of way) and should not impact wetland
areas.
Regulatory Approvals
NCDOT requests that the proposed work be authorized under a Coastal Area Management Act
General Development Permit. The landowner receipts are attached. NCDOT is applying for a United
States Army Corps of Engineers (USAGE) Section 404 permit and a North Carolina Division of
Water Quality (NCDWQ) Section 401 Water Quality Certification under a separate cover. A copy of
this permit application will be posted on the NCDOT website at:
http://w~vw.ncdot.org/doh/preconstruct/pe/
Page 4 of 5

If you have any questions or need additional information, please contact Bill Barrett at (919) 715-
1624.
Sincerely,
C
Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis
. _ _...... - .. w/attachment -
Mr. John Hennessy, NCDWQ (2 Copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Mr. Steve Sollod, NCDCM
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. H. Allen Pope, P.E., Division Engineer
Mr. Mason Herndon, Division Environmental Officer
w/out attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Dave Timpy, USACE, Wilmington
Mr. Elmo Vance, PDEA
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Page 5 of 5

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address 1548 Mail Service Center
City Raleighh State NC
Zip 27699-1548 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Phil Harris. PE
Address Same as above
City
Zip Day Phone
Fax
b. City, town, community or landmark
Dixon
c. Street address or secondary road number
NC 210
d. Is proposed work within city limits or planning
jurisdiction? _ Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay)Stones Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
State
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Bridge and associated excavation and fill
b. Is the proposed activity maintenance of an existing
project, new work, or both? new
c. Will the project be for public, private or commercial
use? Public
c. Project name (if any) B-4215
NOTE: Permit will be issa~ed in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County:Onslow
Give a brief description of purpose, use, methods of
construction and daily operations of proposed project. If
more space is needed, please attach additional pages.
Bride No. 19 needs to be replaced due to deterioration of
the existing structure (25.5/100 sufficienc~ating). Offsite
detour to be used. Typical roadway construction methods
will be implemented.
Revised 03/95

4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract I~ Pr~~~Ll ~11~ ~ ~'W
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
0 - 10 feet NWL
d. Soil type(s) and texture(s) of tract
Muckalee loam and Marvyn loamy fine sand
e. Vegetation on tract Coastal Plain Bottomland
Hardwood species: laurel oak, red maple, sweetgum,
ironwood, swamp tupelo, sycamore, American elm,
and green ash.
f. Man-made features now on tract
Bridge No. 19 and associated approaches.
g. What is the CAMA Land Use Plan land classification
Of the Site? (Conszelt the local land use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? NCDOT
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) Other X
If yes, has a delineation been conducted? Yes
(Attach doczrmentation, if available)
m. Describe existing wastewater treatment facilities.
N/A
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industriaUcommercial effluent, "wash
down" and residential discharges.) surface runoff
o. Describe existing-drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
~ A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
~ An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
~A Stormwater Certification, if one is necessary.
Revised 03/95

Form DCM-MP-1
~A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. ..Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
See attached list
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
~ A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
Z~dS
This is the Z Q day of _~ Cam, ~}
Print Name ~ . LVSk
Signature ~•
Landowner or uthorized Agent
Please indicate attachments pertaining to your proposed
project.
_DCM MP-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM-MP-S
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
g. Length of proposed bridge 130 feet
h. Width of proposed bridge 45 feet
i. Height of proposed bridge above wetlands
11.5 feet
1. BRIDGES
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
a. Public X Private
b. Type of bridge (construction material)
concrete box birder
k. Navigation clearance underneath proposed bridge
17.2 feet
c. Water body to be crossed by bridge
Stones Creek
d. Water depth at the proposed crossing at MLW or
3.5 ft. NWL
e. Will proposed bridge replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 90 feet
(2) Width of existing bridge 25.6 feet
(3) Navigation clearance underneath existing
bridge 15.5 feet
(4) Will all, or a part of, the. existing bridge be
removed? (Explain)
£ Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? X Yes No
If yes, explain the proposed bride will increase the
navi abg le openin~y having one bent in the water,
instead of the existing three.
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. Coast Guard concerning
their approval?
X Yes No
If yes, please provide record of their action.
Revised 03/95

Form DCM-MP-S
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
Coastal Wetlands SAVs X Other
Wetlands If yes,
(1) Length of area to be filled 30 feet
(2) Width of area to be filled 5 feet
(3) Purpose of fill roadway fill / riprap
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill fill in roadway and shoulder
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? X Yes No
If yes, explain in detail forcemain and telephone lines
to be relocated
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? NCDOT High Quality
Waters Erosion Control Methods will be used
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Heaw hi~hwav construction eauipment
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes No
If yes, explain in detail as shown on plans
Applicant or Pro' t Na e
~.
Signature
1 Z - z 9- d,S
Date
Revised 03/95

Form DCM-MP-S
2. CULVERTS
a. Water body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
£ Length of proposed culvert
g. Width of proposed culvert
h. Height of the top of the proposed culvert above the
MHW or NWL
i. Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: NO
Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 172 ft totalZ
(2) Width of area to be excavated 18 feet
(3) Amount of material to be excavated in cubic
yards 3,096 square feet
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
An upland area to be determined by the
contractor and approved by NCDOT
(2) Dimensions of spoil disposal area
to be determined by contractor
(3) Do you claim title to the disposal area?
Yes X No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? Yes X No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
Revised 03/95

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DIVISION OF HIGHWAYS
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~Y PROJECT:3356L11 (B-4215)
BRIDGE N0.19 OVER
STONES CREEg
AND APPROACHES ON NC 210
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DIVISION OF HIGHWAYS
ONLSOW COUNTY
°~° ®~ ® ~ ~ ~ PROJECT: 33561.11 (B-~1215)
BRIDGE N0.19 OVER
SCALE: 1" :2000' STONES CREEg
AND APPROACHES ON NC 210
cA-~~4 pERM~r DQ~}wi~v~eGc
SHEET 3 OF J a7 1®7f 05

NAMES AND ADDRESSES
REFERENCE N®. NAMES
ADDRESSES
1 UniEed SEabea Marine Corpe
MiliEary ReservaEion
2 Edward J. Collin®
3 George ~. Popp
PSC Eez 20004
Camp g.eieune, NC 28542^0004
312 NC Highway 210
Holly Ridge, NC 28445
1120 ®ld $~ olksEone Road
Sneads ~' erry, NC 28460
CA-M~}

~~~~~~
-~JLB- WETLAND BOUNDARY
WETLAND
L
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O~O~ W A T F9QG
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O 'C'
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2005
Mr. Philip S. Harris, Unit Head
NCDOT Project Development & Environmental Analysis Branch
1598 Mail Service Center
RAleigh, NC 27699-1598
Subject: Permit No. SW8 050917
8.1262101 B-4215 Replace Bridge #19 and approaches
Other Stormwater Permit
Linear Public Road /Bridge Project
Onslow County
Dear Mr. Harris:
RECEIVED
DEC 6 2005
DIY~S~N OF HfGHWA~S
Pt3E~1-0FFlvE OF NAN~AI EIVY
The Wilmin ton Regional Office received a complete Stormwater Management Permit
Application~or 8.1262101 B-4215 Replace Bridge #19 and approaches on September 19,
2005. Staff review of the plans and specifications has determined that the pro ect as
proposed, will comply with the Stormwater Regulations set forth in Title 15A N~A~ 2H .1000.
e are forwardin Permit No. SW8 050917 dated December 1, 2005, for the construction of
the subject projec~.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30 days
following receipt of this ppermit. This request must be in the form of a written peti~ion,
conforming.to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either me or Rhonda Hall at [phone].
Sincer ,
P`)
y~ ~ ~~~
Ed Beck
Reggional Supervisor
Surtace Water Protection Section
ENB/rbh: S:\WQS\STORMWAT\PERMIT\050917.dec05
cc: Onslow County Building Inspections
Rhonda Hall
Wilmington Regional Office
Central Files
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us One
NorthCarolina
An Equal OpportunitylAffirmative Action Employer - 50% Recycled/10% Post Consumer Paper ~aturallr~

State Stormwater Management Systems
Permit No. SW8 050917
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OTHER PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
NCDOT Project Development & Environmental Analysis Branch
8.1262101 B-4215 Replace Bridge #19 and approaches
Ons/ow County
FOR THE
construction of a public road /bridge in compliance with the provisions of 15A NCAC 2H
.1000 (hereafter referred to as the "sformwater rules') and the approved stormwater
management plans and specifications, and other supporting data as attached and on
file with and approved by the Division of Water Quality and considered a part of this
permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. The runoff from the impervious surfaces has been directed away from surface
waters as much as possible.
2. The amount of built-upon area has been minimized as much as possible.
3. Best Management Practices are employed which minimize water quality impacts.
4. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
5. Vegetated roadside ditches are 3:1 slopes or flatter.
II. SCHEDULE OF COMPLIANCE
1. The permittee shall at all times provide adequate erosion control measures in
conformance with the approved Erosion Control Plan.
2. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
3. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
Page 2 of 3

~~
State Stormwater Management Systems
Permit No. SW8 050917
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction for the
following items:
project, etc.
b. Project name change.
c. Redesign of, addition to, or deletion of the approved amount of built-upon
area, regardless of size.
d. Alteration of the proposed drainage.
a. Major revisions to the approved plans, such as road realignment, deletion
of any proposed BMP, changes to the drainage area or scope of the
5. The Director may determine that other revisions to the project should require a
modification to the permit.
III. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person except after notice to and approval
by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit request must be submitted
to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved. The permittee is responsible for compliance with
the terms and conditions of this permit until such time as the Director approves
the transfer.
6. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have jurisdiction.
7. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Permit issued this, the 1St day of December, 2005
NORTH ,, ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Ian W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 3 of 3

< ~~ •
III. OPERATION AND MAINTENANCE AGREEMENT
I acknowledge and agree by my initials below that the North Carolina Department of Transportation is responsible for the
implementation of the four maintenance items listed. I agree to notify DWQ of any operational problems with the BMP's
that would impact water quality or prior to making any changes to the system or responsible party.
Maintenance Engineer's Initials
~~~~a. BMP's shall be inspected and maintained in good working order.
yob. Eroded areas shall be repaired and reseeded as needed.
~.c. Stormwater collection systems, including piping, inlets, and outlets, shall be maintained to insure proper
functioning.
Maintenance Engineer's Name: (~'T//~ ~ ~ /TlG~~~ /~ ~
Title: f~i ~ISiUscf /'~/~/~/~!%/{ ~t~.'t` ~~~~f/y~~_
IV. APPLICATION CERTIFICATION
I, (print or type name) P~ ~ ~~~ S • ~ctX ~ i i +~- of ~ ~~ Branch,
certify that the information included on this. permit application form is, to the best of my knowledge, correct and that the
project will be constructed in conformance with the approved plans and that the proposed project complies with the
requirements of 15A NCAC 2H .1000.
Title: ~7~As r. JV*sT~ iltpt, ~NVl c~n~ ~ '~ yNIT ~D
Address: ~'~11c~"1Cz ~"
Signature: ~----f'n~r~ ~-'
V. SUPPLEMENT FORMS
Date:
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP
specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status and
availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Form SWU-110
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Extended Dry Detention Basin Supplement

OFFICE USE ONLY
Date Received Fee Paid Permit Number

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
LINEAR ROADWAY PROJECT
This form may be photocopied for use as an original.
DWQ Stormwater Management Plan Review:
A complete stomlwater management plan submittal includes this application form, a supplement form for each BMP
proposed (see Section V), design calculations, and plans and specifications showing all road and BMP details.
I. PROJECT INFORMATION
NCDOT Project Number: 33561.1.1 (B-4215) County: Onslow
Project Name: Replace Bridge #19 and approaches
Project Location: On NC 210 over Stones Creek
Contact Person: Marshall W. Clawson. PE Phone: [phone] .Fax: [phone]
Receiving Stream Name: Stones Creek River Basin: White Oak Class: SA; HQW
Proposed linear feet of project: 1104 ft.
Proposed Structural BMP and Road Station (attach a list of station and BMP type if more room is needed):
Preformed Scour Hole located at -L- Sta. 19+20.00 Lt. & -L- Sta. 21+25.00 Lt.
Type of proposed project: (check all that apply):
^ New ^Widening ^21ane* ^41ane* ^Curb and Gutter ^D Bridge Replacement
^Other (Describe)
*2 lane and 4 lane imply that roadside ditches are used unless Curb and Gutter is also checked.
II. REQUIRED ITEMS CHECKLIST
. ~, .~
Initial in the space provided below to indicate the following design requirements have been met and supporting
documentation is attached. Supporting documentation shall, at a minimum, consist of a brief narrative description
including (1) the scope of the project, (2) how the items below are met, (3) how the proposed best management practices
minimize water quality impacts, and (4) any significant constraints and/or justification for not meeting a, b, c and d to the
maximum extent practicable.
Designer's Initials
q~ S a. The amount of impervious surface has been minimized as much as possible.
~_b. The runoff from the impervious areas has been diverted away from surface waters as much as possible.
~f S c. Best Management Practices are employed which minimize water quality impacts.
~ I A d. Vegetated roadside ditches are 3:1 slope or flatter.
Form S WU-112 Rev 04.00 Page 1 of 2

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