19950644 Ver 1_Complete File_19950621

State of North Carolina
Department of Environment,
Health and Natural Resources `
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
E H N
A. Preston Howard, Jr., P.E., Director F10
October 21, 1996
Mr. H. Franklin Vick
NC DOT
P.O. Box 25201
Raleigh, NC 27611-5201
Dear Mr. Vick:
Re: Certification Pursuant to Section 401 of the Federal Clean Water Act,
Proposed widening of US 17 from NC 50 to the Existing 4-Lane
Project #950644, COE #199303731
Onslow County
Attached hereto is a copy of Certification No. 3086 issued to the N.C. Department of
Transportation dated 21 October 1996.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
r ston Howard, Jr. P.E.
Attachments
950644. wqc
cc: Wilmington District Corps of Engineers - -
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
aAm
Mr. John Parker, Division of Coastal Management
Central Files
Enviro. Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
NORTH CAROLINA
Onslow County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15 NCAC 2H, Section.0500 to N.C. Dept. of Transportation
resulting in 75.8 acres of wetland impact and 0.22 acres of water impact in Onslow County
pursuant to an application filed on the 12th day of June of 1996 to construct TIP No. R-2406.
The application provides adequate assurance that the discharge of fill material into the waters of
Southwest Creek, Hicks Creek and their tributaries in conjunction with the proposed development
will not result in a violation of applicable Water Quality Standards and discharge guidelines.
Therefore, the State of North Carolina certifies that this activity will not violate the applicable
portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in
accordance with the application and conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as to prevent significant increase in
turbidity outside the area of construction or construction related discharge (50 NTUs
in streams and rivers not designated as trout waters by DWQ; 25 NTUs in all
saltwater classes, and all lakes and reservoirs; 10 NTUs in trout waters).
2. Should waste or borrow sites be located in wetlands, compensatory mitigation will
be required since it is a direct impact from road construction activities.
3. Compensatory mitigation shall be in accordance with the Corps of Engineers.
DWQ shall be copied on the approved ratio, location, size and method of mitigation
(restoration, enhancement, creation and preservation).
4. At Southwest Creek, between station 237 and 240, DOT shall install one 48 inch
pipe culvert in the causeway so that water can move from one side of the wetland to
the other without an obstruction from the highway.
5. The stream relocation of Hicks Creek (Site XI) shall not have rip rap or other hard
structure in the open channel. The stream banks shall be revegetated with native tree
species on 8 foot centers or closer.
Violations of any condition herein set forth shall result in revocation of this Certification. This
Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon
expiration of the 404 or CAMA pemut
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon
written request within sixty (60) days following receipt of this Certification. This request must be
in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes
and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. If modifications are made to an original Certification, you have the right to an adjudicatory
hearing on the modifications upon written request within sixty (60) days following receipt of the
Certification. Unless such demands are made, this Certification shall be final and binding.
This the 21st day of October 1996
WATER QUALITY
WQC 3086 P ston Howar , Jr. P. .

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO August 18, 1998
Regulatory Division
Action ID No. 199303731, TIP R-2406, Widen US Highway 17 from Holly Ridge to
Jacksonville
Mr. William D. Gilmore, P.E., Manager 2 6 X996
Planning and Environmental Branch BUG
Division of Highways
North Carolina Department of Transportation WET'A i Y SEC??fl?
Post Office Box 25201 WATER
Raleigh, North Carolina 27611-5201
Dear Mr. Gilmore:
Reference the Department of the Army (DA) permit issued on January 29, 1997,
authorizing the North Carolina Department of Transportation (NCDOT) to place fill material into
approximately 76 acres of wetlands to widen US Highway 17 from two- to four-lanes from Holly
Ridge to Jacksonville, Onslow County, North Carolina. On July 28, 1998, during a routine site
inspection it was noted that a "tail" ditch approximately 500 feet in length had been excavated in
wetlands adjacent to the project and spoil material side-cast into jurisdictional wetlands. This
ditch, although shown in detail on the construction drawings for the project, was not shown on
the permit drawings and is not authorized by the January 29, 1997 permit.
According to Mr. Jackson Provost, P.E., Resident Engineer, the purpose of the ditch is to
provide an outlet for approximately 2,000 feet of median drainage from the four-lane highway
when it is completed as well as an outlet for water from roadside ditches.
We have assessed the impacts to wetlands associated with excavation of the ditch and, due
to the minor nature of the impacts, have modified the DA permit to reflect the following changes:
a. The tail ditch, located at approximately ST 590+00 on R-2406B shall be constructed as
shown on the attached drawing.
b. All spoil material deposited in wetlands adjacent to the ditch shall be removed in its
entirety and pre-project grade and elevation restored. All spoil material shall be deposited on
high ground.
a ?-Na
All other conditions of your DA permit remain in full force and effect.
a

-2-
Questions or comments may be addressed to Scott McLendon, Wilmington Field Office,
Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright, Chief
Regulatory Division
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611
Mr. David Cox
North Carolina Wildlife Resources
Commission
1142 I-85 Service Road
Creedmoor, North Carolina 27552
Mr. John Hefner
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries, NOAA
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Enclosure
Copies Furnished (with enclosure):
Mrs. Kathy Matthews
Wetlands Section, Region IV
Water Management Division
U.S. Environmental Protection Agency
Atlanta Federal Center
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Jackson Provost, P.E.
Resident Engineer
North Carolina Department Of
Transportation
299-A Wilmington Highway
Jacksonville, North Carolina 28540

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JAMES B. HUNT JR.
GOVERNOR
RECEIVED
iAN 2 7 1997,
ENVIRONMENTAL SCIEN(,ES
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P.O. BOX 25201. RALEIGH. N.C. 27611-5201
January 15, 1997
Mr. Cliff Winefordner
Wilmington Regulatory Field Office
U.S. Army Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Dear Mr. Winefordner:
GARLAND B. GARRETT J R.
SECRETARY
(JA
kill

SUBJECT: Proposed wetland mitigation for the widening of US 17 from NC 50 in Holly Ridge to the
existing 4-lane section south of Jacksonville, Onslow County, TIP R-2406, State Project
6.269002T (COE Action ID No. 199503731).
As you are aware, the United States Marine Corps has revised their mitigation plan for the Greater Sandy
Run Area (GSRA) in a draft document. This document contains several items which your agency
requested to complete the plan. The NCDOT has compiled a complete mitigation proposal based on
details contained in this draft plan and information previously submitted. The NCDOT has not modified
its mitigation proposal for this project, but has simply brought scattered materials together into one
package to expedite your review.
The mitigation proposal for the US 17 widening project was outlined'in the NCDOT's September 26,
1996 letter to the Corps of Engineers. This letter summarized the project impacts by community type,
and explained the mitigation acreages and ratios to be applied. During the wetland delineation for this
project, NCDOT biologists categorized the natural wetland communities along the project according to
Cowardin et al. (1979). These communities are abbreviated as follows:
PFO1: Palustrine Forested Broadleaf Deciduous
PF03: Palustrine Forested Broadleaf Evergreen
PF04: Palustrine Forested Needleleaf Evergreen
PSS 1: Palustrine Scrub-Shrub Broadleaf Deciduous
PSS3: Palustrine Scrub-Shrub Broadleaf Evergreen
The project also impacts a substantial amount of disturbed wetland communities. These disturbed
wetlands consist primarily of roadside ditches and frequently mowed powerline easements along the
existing roadway. Table 1 lists the. community impacts of the R-2406 project. This table is condensed
from Table 1 in the NCDOT's September 26, 1996 letter, and the acreage numbers are the same. A
+4
TABLE 1. WETLAND COMMUNITY IMPACTS ON PROJECT R-2406
PRO-TF.CT
WETLAND COMMUNITIES
PFO1 PF03 PF04 1 PSS1 PSS3 DISTURBED TOTAL
R-2406A 1.453 _ 6.646 _ _ 30.015 38.114
-
R-2406B 5.22 0.77 9.65 _ 0.37 9.60 25.61
R-24 6C 2.539 0.32 8.396 _ _ 0.762 12.017
Total 9.212 1.09 24.69 _ 0.37 40.377 75.741
As has been previously discussed, mitigation activities for this project will occur on the GSRA at two
sites: the Big Shakey Swamp (BSS) and the Pocosin Mitigation Area (PMA) identified in the draft GSRA
mitigation plan. The NCDOT's letter of September 26 also included Table 6, which summarized the
mitigation scenario for this project as follows:
MITIGATION SCENARIO FOR THE US 17 WIDENING (R-2406)
Community Impacts Mitigation Mitigation Approximate
Type (acres) Site (acres) Mitigation Ratio
Hardwoods 9.21 BSS 43 4.7:1
Pocosin/Pine 26.15 PMA 53 2:1?S o--
Disturbed 40.38 PMA 60 1.5:1

The Pocosin/Pine category includes those impacted sites identified as PF03, PF04, and PSS3 according to
the Cowardin Classification system. The Hardwood wetlands include the impact sites identified as PFOI
and PSS 1. The Disturbed wetlands, as discussed earlier, are roadside ditches and frequently mowed
powerline easements along the existing roadway.
Full details of the mitigation plan at the GSRA are included in the Marine Corps draft Wetland Mitigation
Development plan which is currently being revised. However, several items have been excerpted from this
plan for inclusion in this package.
• Figure 1 is a vicinity map which shows the GSRA in relation to area highways, towns, and county lines.
• Figure 13 displays the proposed Pocosin Mitigation Area with ditch plug locations and a detail of the
ditch plug design for this area.
• Figure 17 shows the monitoring well and vegetation plot locations in the Pocosin Mitigation Area.
• Figure 14 shows the proposed bottomland hardwood mitigation area at Big Shakey Swamp, including
proposed timber dams, monitoring wells, and vegetation monitoring plots.
0 Figure 15 provides a detail view of the proposed timber dams to be used at the Big Shakey Swamp site.
• Figure 18 gives survey information for the entire Big Shakey Swamp area. It also provides boundary
descriptions for the 43 acre area to be used as hardwood mitigation for NCDOT project R-2406, at the
north end of the Big Shakey Swamp.
• Figure 19 provides survey information for the Pocosin Mitigation Area, including the 113 acre area set
aside for NCDOT project R-2406.
We hope that this summary of our mitigation proposal will simplify your review of the permit application
for this project. Please continue to review this project for authorization under the Clean Water Act. If you
have any questions or need any additional information, please contact me at [phone] extension 278.
Sincerely,
-'?Voja' ? (?ZA'
Gordon E. Cashin
Permits Supervisor
Planning and Environmental Branch
cc: Mr. Scott McLendon, COE. Wilmington
Mr. John Dorney, DWQ, DEHNR
Mr. Bob Stroud, DCM, DEHNR
Mr. John Parker, DCM, DEHNR
Mr. John Hefner, USFWS
Mr. David Cox. NCWRC
Mr. Ron Sechler, NMFS
Mr. N. L. Graf, P.E., FHWA
Mr. H.F. Vick, P.E., NCDOT
Mr. D.R. Robinson, P.E., NCDOT

GSRA Wetlands Mitigation Development
Figure 1 -- Vicinity Map
Source: Greater Sandy Run Area Master Development Plan
Multi Project Mitigation Area P an Page 2
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STATE OF NORTH CAROLINA
DEPARTMENT OF T ANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201
GovERNoR March 27, 1996
U.S. Army Corps of Engineers
Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
ATTN: Mr. Cliff Wineforder
Chief, Southern Section
Dear Mr. Winefordner:
GARLAN D B. GARRET J R.
SECRETARY
SUBJECT: Onslow County, Widening of US 17 from NC 50 in Holly Ridge to the
Existing 4-Lane Section South of Jacksonville, State Project No.
6.269002T, T.I.P. No. R-2406, Action ID No. 199503731.
As you are aware, the North Carolina Department of Transportation (NCDOT)
proposes to widen US 17 in Onslow County from NC 50 in Holly Ridge to the existing
four-lane section south of Jacksonville, a distance of about 16.7 miles. The NCDOT
applied for Section 404 authorization for this project by letter dated June 12, 1995. After
this application was submitted, your field representative reviewed the wetland impacts of
the project in the field with NCDOTstaff. During this review, it became apparent that
revisions needed to be made to the application.
I have enclosed a revised application form and revised permit drawings which
reflect these changes. For simplicity, an entirely new set of drawings is being provided
although not all of them have been changed.
This project has been divided into three sections for construction purposes. These
sections are itemized below:
Section Description Proposed Let Date
R-2406A From NC 50 at Holly Ridge to SR 1526 south of Dixon May 1996
R-2406B From SR 1526 to SR 1119 south of Verona June 1996
R-2406C SR 1119 to existing 4 lane section south of Jacksonville June 1996
0
A study of the wetland impacts was made to correlate wetland community
designations by the wetland impact site number in the permit drawings. Table 1 provides a
summary of wetland community impacts for each section of the project. This summary has
been substantially changed from the earlier application. The project impacts a substantial
acreage of wetlands which occur in roadside ditches and disturbed powerline and right-of-
way easements. These impacts were included with adjacent natural communities in the
previous application. By separating these impacts, it can be observed that over half of the
project wetland impacts involve highly disturbed sites.
TABLE 1. WETLAND COMMUNITY IMPACTS ON PROJECT R-2406
WETLAND COMMUNITIES
Project PFO1 PF03 PF04 PSS3 Disturbed TOTAL
R-2406A 1.453 - 6.646 - 30.015 38.114
R-2406B 5.22 0.77 9.65 0.37 9.60 25.61
R-2406C 2.539 0.32 8.396 - 0.762 12.017
TOTALS 9.212 1.09 24.692 0.37 40.377 75.741
Notes: Values given for impacts are in acres; only permanent impacts are reflected; the
undisturbed wetland community designations used are defined as:
PFO1: Palustrine Forested Broadleaf Deciduous
PF03: Palustrine Forested Broadleaf Evergreen
PF04- Palustrine Forested Needleleaf Evergreen
PSS3: Palustrine Scrub-Shrub Broadleaf Evergreen
This letter is also provided to address comments received on the proposed project.
The NCDOT received a letter from the Corps of Engineers dated July 24, 1995 which
requested additional information on nine specified items.
Comment 1: Information on the extent of mechanized land clearing that will occur
outside the proposed toe of fill.
Response: Mechanized land clearing will be accomplished by utilizing "Method-III"
clearing. This method allows for clearing 10 feet beyond the toe of fill.
Comment 2: Detailed plans showing the channel change proposed for Hicks Creek.
Response: The plans for the relocated channel of Hicks Creek are depicted on Sheets 25,
26 and 27 of the drawings for R-2406C.
Comment 3: A complete mitigation plan that will provide for functional replacement of
impacted wetlands.
Response: The United States Marine Corps is preparing a wetland mitigation plan for
their Great Sandy Run site. The plan is being coordinated with the Corps of Engineers
and other interested agencies as it is developed. The Marine Corps has previously agreed
to provide mitigation credits at this site for the pocosin and pine-dominated wetland
impacts of this project. The Marine Corps has also agreed to consider providing
hardwood mitigation at the site if possible. This topic is still being discussed between the
NCDOT and the Marine Corps.
Comment 4: The wetland delineation that was performed for this project has not been
verified by my staff and as of the date of this letter, no request has been made to do so.
This needs to be completed as soon as possible. If acreage amounts were not accurately
described in the public notice, a supplemental public notice will need to be issued and may
delay the processing of your application.
Response: The wetland delineation was verified in the field by Mr. Scott McLendon. The
changes in wetland impacts are depicted in the revised drawings, and are summarized in
this letter.
Comment 5: Wetland data sheets need to be provided that document the presence of
jurisdictional wetlands along the corridor.
Response: Wetland data sheets are enclosed which describe representative wetland
communities along the project.
Comment 6: Drainage impacts to adjacent wetlands from road-side ditches need to be
considered in the total impact to wetlands provided in Table 1 of your application.
Response: As indicated earlier, a significant amount of the project wetland impacts
consist of the existing roadside ditches. During the delineation of the project, it was found
that the lateral ditches did not remove the jurisdictional hydrology of adjacent wetlands.
This is due to the relatively flat ditch slopes and long ditch lengths. It is anticipated that
the proposed ditches will act in much the same manner and continue to be jurisdictional
wetlands. Since the existing conditions are expected to be replicated, no additional impact
on adjacent wetlands is anticipated due to proposed lateral ditches
Comment 7: Any relocations of State Roads, driveways or other access need to be
provided as a part of these plans.
Response: All relocated state roads, driveways and access have been shown on the
permit drawings.
4
Comment 8: Regarding R-2406A, Sheet 6 of 100 (and others); explain what is meant by
"fill in wetlands" and "impacted area in wetlands". Both types of impacts must be
considered in the permit application.
Response: Sheet 6 and others have been revised to reflect "fill in wetlands" and
"excavation in wetlands".
Comment 9: Regarding R-2406A, and Sheet 50 of 100; please assure that the wetland
impacts due to drainage from the proposed new ditch are shown on the plans.
Response: Impacts to adjacent wetlands should not occur since the proposed new ditch
replaces an existing ditch in wetlands.
The NCDOT also received a letter from the N.C. Division of Environmental
Management dated December 11, 1995 which commented on several aspects of the
project.
Comment 1: DEM is concerned about the wetland Site VIII for R-2406CB. This wetland
is associated with a large tributary of Southwest Creek. This wetland is performing
significant functions such as pollutant removal, water storage, and wildlife and aquatic life
habitat. DOT is proposing to fill approximately 400 feet of this wetland and bridge the
creek crossing. Due to significant functions that this wetland is performing, DEM
requests that DOT examine the economic feasibility of extending the bridge to avoid fill in
this wetland. The existing bridge on US 17 will be removed; and therefore, DEM requests
that DOT also examine the feasibility of removing the existing causeway to allow the area
to revert to wetlands and perform valuable functions. This restoration could then be used
as mitigation for impacts to bottomland hardwood systems associated with this project.
Response: Site VIII has been revised to Site XIV in the new permit application drawings.
The proposed bridges over Southwest Creek as shown in the drawings are 300 feet long
and are expected to cost about $1,000,000. Extending both bridges to span all of the
wetlands would result in two 840 ft. bridges at a cost of $2,700,000, an increase of $1.7
million. This would save about 0.804 acres of wetlands at the new bridge, and would
restore less than an acre if the existing causeway was shortened. Consequently, the
amount of wetland gained by lenghthening the bridges would be less than 2.0 acres at a
cost of $1.7 million. The NCDOT does not believe that this is a feasible alternative.
Comment 2: DEM has observed that wetlands within the right of way but outside of the
cut/fill lines have the vegetation removed and the area is grubbed. This is an impact to
wetlands that has apparently not been calculated in the impact section. Therefore, the
extent of impacts should be taken to the right-of-way line unless the trees are removed by
hand and the area is not grubbed.
Response: In areas of wetlands, clearing and grubbing will not take place outside the 1 ? d, 1,
construction limit. ,IA
Comment 3: DOT is proposing lateral roadside ditches through wetlands. Have the
impacts to adjacent wetlands due to the drainage effects of the ditches been calculated and
included in the wetland impact total?
Response: See above response to COE Comment 6.
Comment 4: There are over 12 acres of bottomland hardwood wetlands being impacted
by this project. DEM has stated in the past and continues to express concern that the
Sandy Run Pocosin mitigation package does not include bottomland hardwood mitigation.
As we have stated before, a plan for the replacement of the functions of the bottomland
hardwood wetlands will be required before the 401 Water Quality Certification will be
issued.
Response: See response to COE Comment 3 above.
Enclosed you will find the revised permit drawings showing the project impacts.
Also enclosed are delineation forms describing typical wetland communities found along
the project. Please continue to review this project for authorization under Section 404.
Copies of this information are being provided to the N.C. Division of Environmental
Management for their continued review. If you need any additional information, please
contact me or Mr. Gordon Cashin at [phone].
Sincerely
H. Franklin Vick, PE, Manager
Planning and Environmental Branch
HFV/tp
cc: Mr. Scott McLendon, COE, NCDOT Coordinator
Mr. John Dorney, DEM, Water Quality Section
Mr. John Hefner, USFWS
Mr. Ron Sechler, NMFS
Mr. N. L. Graf, FHWA, attn: Mr. Roy Shelton
Mr. Kelly Barger, P. E., Program Development Branch
Mr. Don Morton, State Highway Engineer - Design
Mr. A. L. Hankins, Hydraulics Unit
Mr. Tom Shearin, P. E., State Roadway Design Engineer
Mr. John Smith, P. E., Structure Design
Mr. D. J. Bowers, P. E., Division 3 Engineer
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CFR 325) Expires 30 September 1992
-- - --------
P; reporting burden for this collection of information is estimated to average 5 hours per response for the majority of cases, including the time for reviewing instructioru,
marching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Applications for larger or more complex
omlec5, or those in scolog'icalty sensitive areas, could take up to 500 hours. Send comments regarding this burden estimate or any other aspect of d]is collection of information,
ir!zloding suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service, Directorate for Information Operations and Projects, 1215 Je,,arson.
Davis Highway, Suite 120-4. Arlington, VA 22202-4302 and to the Office of Management and Budget. Paperwork Reduction Project (0710-0003), Washington. DC 20503. please
[`7 NOT RETURN your completed form to either of those addresses. Completed application must be submitted to the District Engineer havin; )urisdictlort over the
Avatlon of the proposod activity.
we Department of the Amty permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899. Section 404 of the Clean Water Act and Section 103 of the Marine.
P. utec9on, Research and Sanctuaries Act These laws require permits authorizing activities in or affecting navigable waters of the United States, the discharge of dredged or fill
n:;terial into waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Information provided on this form will be used
ir evaluating the application for a permit Information in this application is made a matter of public record through issuance of a public notice. Disclosure of the information
rv.;uested is voluntary; however, the data requested are necessary in order to co nmtxticate with the applicant and to evaluate the permit application. If necessary information is
mt provided, the permit application cannot be processed nor can a permit be issued.
G:e set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings
a -A instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
1. APPLICATION NUMaER (To be assigned oy Corps)
2. NAME AND ADDRESS OF APPLICANT
N.C. Department of Transportation
P.O. Box 25201 Raleigh NC 27611
Attn: H. Franklin Vick, PE Manager
PI n?ningd of d nvironmental Branch
A-- ( ) (Residence)
A/c (9 19) 7-;2 3?-" 1 (Office)
3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT
Telephone no. during business hours
ArC
A/C
(Residence)
(Office)
Statement of Authorization: l hereby designate and authorize
to act in my
behalf as my agent in tie processing of this permit application and to furnish,
upon request, supplemental infornypon in support of the 3Rpiicaton.
DATE /
a. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
ea. ACTIVITY
Widening of US 17 from NC 150 at Holly Ridge to existing four-Iene section
South of Jacksonville, Pender Count.y, North Carolina. Includes a bypass
of Verona on new location.

4b. PURPOSE
Public highway
4c. DISCHARGE OF DREDGED OR FILL MATERIAL
See cover letter and attached plan sheets
IN G FORM 4345, Sep 91 EDITION OF JAN 91 IS OSSMETE (Prco«x",t: CZCV-
?na
AMES AND ADDRESSES OF AIJJCJtnnrv 3 rr+.rrr? r vwncn?, ?? _ - --- --- - -
See attached plan sheets
S. WATERBODY AND LOCATION ON WATERBODY WHERE ACTIVITY E70STS OR IS PROPOSED
Southwest Creek, Hicks Run, numerous small unnamed tributaries.
7. LOCATION ON LAND WHERE ACTIVITY easTS OR IS PROPOSED
ADDRESS:
r'
US 17 from NC 150 to South of Jacksonville
STREET, ROAD, ROUTE OR OTHER DESCRIPTIVE LOCArrON
Pender North Carolina
COUNTY STATE ZIP CODE
LOCAL GOVERNING BODY WrM JURISDICTION OVERSITE
a. Is any portion of the activity for which authorization is sought now complete? ? YES M NO
If answer is 'yes' give reasons, month and year the activity was completed. Indicate the existing work on the drawings.
9. List all approvals or certifications and denials received from other lederal, interstate. state or local agencies for any structures, construction, discharges or other
activities described in this application.
ISSUING AGENCY TYPE APPROVAL IDENTIFICATION NO. DATE OF APPLICATION DATE OF APPROVAL DATE OF DENIAL
10. Application is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with the information contained in the
appliicawn, and that to the best of my knowledge and belief such information is true, complete, and accurate. 1 further certify that I possess the authority to
uroertaka Ine proposed activities or I am acting as the duly autnonzed agent of the applicanL
a
,? RE OF APPLICANT D SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 3 has been filled out and signed..
16 U.S.C. Section 1001 provides that Whoever, in any manner within the jurisdiction of any department or agency of The United States
knowingly and wilffulty falsifies, conceals, or covers up try any trick, sstleftre, or device a material fact or makes any false, fictitious or fraudulent
statements or representations or makes or uses any false writing or document knowing same to contain any false fictitious or
fraudulent statement or entry, shall be fated not more than $10,000 or imprisoned not more titan five years, or both.
(Reverse of ENO FORM 4345) 'U.S. Goverm.•runt Printing 0:5ce: 199. - 526:
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DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers <
Post Office Box 1890 Z.,a
Wilmington, North Carolina 28402-1890 bi,
!?J 6
Action ID No. 199303731 May 9, 1996
PUBLIC NOTICE
The NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, C/O MR. H. FRANKLIN
VICK, POST OFFICE BOX 25201, RALEIGH, NORTH CAROLINA, 27611-5201, has applied
for a Department of the Army (DA) permit TO PLACE FILL MATERIAL IN
APPROXIMATELY 76 ACRES OF WETLANDS TO WIDEN US HIGHWAY 17 FROM NC HIGHWAY 50
AT HOLLY RIDGE TO THE EXISTING FOUR LANE SECTION OF US HIGHWAY 17, SOUTH OF
JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA. PLANS ALSO INCLUDE AN EASTERN
BYPASS AROUND THE COMMUNITY OF VERONA.
A Public Notice (Notice) for this project was issued on July 20, 1995.
Due to a significant increase in the amount of impacts to wetlands and a
reclassification of impacts by wetland community type, this Notice is being
issued to provide new information on the proposed project. It should be noted
that the description of work has not changed from the original Notice
published July 20, 1995.
The following description of the work is taken from data provided by the
applicant and from observations made during a site visit by a representative
of the Corps of Engineers. The North Carolina Department of Transportation
(NCDOT) proposes to widen the existing two and three lane facility to a five
lane undivided and four lane divided facility by constructing additional lanes
on the east side of the existing highway.
NCDOT proposes to retain the existing five lane road from NC Highway 50
to the north boundary of the Holly Ridge city limits but will eliminate
parking on the east side. North of the Holly Ridge City limits, the existing
33 foot wide pavement will be widened to 60 feet to provide a 5 lane roadway
for 1.5 miles. The roadway will then transition to a four lane divided
highway with a 46 foot median that will extend 2.2 miles to the Community of
Folkstone. North of Folkstone, a 4 lane divided highway with a 46 foot median
will be provided to south of Southwest Creek where the median will transition
to 96 feet to match the existing divided roadway section. This new divided
section includes the Verona bypass. The existing 22 foot wide pavement will
be widened to 24 feet and will include four feet of shoulder paving on the 12
foot outside shoulder and 2 feet of shoulder paving on the 6 foot inside
shoulder. Partial control of access is proposed on the four lane section of
roadway from 1.5 miles north of Holly Ridge to the north side of Verona. No
control of access is proposed on the remaining portions of the project.
NCDOT also proposes to construct a new bridge across Southwest Creek and
to replace the existing bridge. The new bridge will be the same length as the
existing bridge and will require fill in 0.8 acres of forested wetlands
adjacent to the creek. At Hicks Creek, plans show the extension of the
existing box culverts under the new travel lanes. There is also a proposed
relocation of approximately 500 feet of stream channel where the proposed
roadway crosses Hicks Creek. Pipe culverts are proposed at all
other crossings.
NCDOT has identified 102 individual wetland sites that will be adversely
impacted by the proposed project ranging in size from less than 0.01 acre to
approximately 10.6 acres. According to the application, approximately 76
acres of wetlands will be filled or excavated by the proposed project.
-2-
The majority of project area wetlands are located in the existing power
line and roadway right-of-way and are mowed on a regular basis. Habitat types
in these areas include stream head pocosin, wet pine (mineral) flat woods, and
pocosin. These areas are seasonally saturated to the surface and located on
broad flats along interstream divides. Although the majority of the overstory
has been removed, representative species include longleaf pine (Pinus
palustris), pond pine (Pinus serotina), loblolly pine (Pinus taeda), redbay
(Persea borbonia), loblolly bay (Gordonia lasianthus), and sweetbay (Magnolia
virginiana). Understory species include gallberry (Ilex glabra), fetterbush
(Lyonia lucida), huckleberry (Gaylussacia frondos a), giant cane (Arundinaria
gigantea), broomsedge (Andropogon glomeratus), and wire grass (Aristida
a)
strict
The majority of the hydric soils that will be impacted by the proposed
project include Leon and Murville fine sands on interstream divides; at lower
landscape positions and along stream corridors, Torhunta fine sandy loam and
Muckalee loam are present. Stream systems that will be impacted by the
proposed project are typical of low gradient coastal plain (blackwater)
streams although many have been channelized for short distances away from the
existing roadway. Remaining vegetation consists primarily of red maple (Acer
rubrum), tulip poplar (Liriodendron tulipifera) , and sweet gum (Liguidambar
stvraciflua).
According to the application, wetland impacts by community type are as
follows:
Community Type
Acres
Palustrine Forested Broadleaf Deciduous 9.2
Palustrine Forested Broadleaf Evergreen 1.1
Palustrine Forested Needleleaf Evergreen 24.7
Palustrine Scrub Shrub Broadleaf Deciduous 0.4
Disturbed 40.4
Total 75.8
The "disturbed" classification shown above represents those
jurisdictional areas that occur in regularly mowed or bushhogged power line
easments or in roadside ditches in wetlands.
A complete mitigation plan for this project has not been received as of
this date, however, NC DOT is working in cooperation with the United Sates
Marine Corps at Camp Lejeune to develop a suitable plan.
A map showing the location of impacted wetlands is included with this
public notice. Detailed plan sheets showing the location and extent of work
occurring in wetlands may be examined in the Wilmington Regulatory Field
Office of Wilmington District Corps of Engineers at 69 Darlington Avenue,
Wilmington, North Carolina, 28402.
The applicant has determined that the proposed work is consistent with
the North Carolina Coastal Zone Management Plan and has submitted this
determination to the North Carolina Division of Coastal Management (NCDCM) for
their review and concurrence. This proposal shall be reviewed for the
applicability of other actions by North Carolina agencies such as:
a. The issuance of a Water Quality Certification under Section 401 of
the Clean Water Act by the North Carolina Division of Environmental Management
(NCDEM) .
-3-
b. The issuance of a permit to dredge and/or fill under North Carolina
General Statute 113-229 by the North Carolina Division of Coastal Management
(NCDCM) .
c. The issuance of a permit under the North Carolina Coastal Area
Management Act (LAMA) by the North Carolina Division of Coastal Management
(NCDCM) or their delegates.
d. The issuance of an easement to fill or otherwise occupy State-owned
submerged land under North Carolina General Statute 143-341(4), 146-6, 146-11,
and 146-12 by the North Carolina Department of Administration (NCDA) and the
North Carolina Council of State.
e. The approval of an Erosion and Sedimentation Control Plan by the Land
Quality Section, North Carolina Division of Land Resources (NCDLR), pursuant
to the State Sedimentation Pollution Control Act of 1973 (NC G. S. 113 A-50-
66).
The requested Department of the Army (DA) permit will be denied if any
required State or local authorization and/or certification is denied. No DA
permit will be issued until a State coordinated viewpoint is received and
reviewed by this agency. Recipients of this notice are encouraged to furnish
comments on factors of concern represented by the above agencies directly to
the respective agency, with a copy furnished to the Corps of Engineers.
This application is being considered pursuant to Section 404 of the Clean
Water Act (33 U.S.C. 1344). Any person may request, in writing within the
comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this site is not registered property or property listed as being eligible for
inclusion in the Register. Consultation of the National Register constitutes
the extent of cultural resource investigations by the District Engineer, and
he is otherwise unaware of the presence of
such resources. Presently, unknown archeological, scientific, prehistorical,
or historical data may be lost or destroyed by work under the requested
permit.
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
-4-
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance with Executive Order
11988), land use, navigation, shore erosion and accretion, recreation, water
supply and conservation, water quality, energy needs, safety, food and fiber
production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the
placement of dredged or fill materials in waters of the United States, a
permit will be denied if the discharge that would be authorized by such permit
would not comply with the Environmental Protection Agencies' 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District. Engineer
determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment (EA) and/or an Environmental
Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and
to determine the overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army (DA)
permit will not be made until the North Carolina Division of Environmental
Management (NCDEM) issues, denies, or waives State certification required by
Section 401 of the Clean Water Act. The NCDEM considers whether or not the
proposed activity will comply with Sections 301, 302, 306, and 307 of the
Clean Water Act. The application and this public notice for the Department of
the Army (DA) permit serves as application to the NCDEM for certification.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management (NCDEM), 4401 Reedy Creek Drive,
Raleigh, North Carolina 27611-7687, on or before May 30, 1996, Attention:
Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Scott McLendon, until 4:15 p.m.,
June 7, 1996, or telephone [phone].

7
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Beach YSUPOn?' UI
Beach Caswell ISMIrN 0"00
ONSLOw COUNTY
6.269002T (R-2406)
US. 17 FROM NC.50 AT HOLLY
RIDGE TO FOUR LANE SECTION
SOUTH OF JACKSONVILLE
I
I _ ?v
END PROJECT R -2406C
BEGIN PROJECT
END PROJECT
BEGIN PROJECT„
END PROJECT "
C R £ A T S A N D Y
u (/
BEGIN PROJECT
da•K R U N
END PROJECT
P 0 C 0 S I N

SCALE
1 G 2 A APES
0.5 APE
SCALE FOR ENLARGEMENTS
> tl

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x
NC. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
6.269002T (R-2406)
US. 17 FROM NC.50 AT HOLLY
RIDGE TO FOUR LANE SECTION
SOUTH OF JACKSONVILLE
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m NC DEPT. OF TRANSPORTATION
o DIVISION OF HIGHWAYS
o ONSLOW COUNTY
C14 W 6.269002- (R-2406A)
0 Z US17 FROM NORTH OF NC50 AT HOLLY
o RIDGE TO SOUTH OF SR1526 NEAR DIXON
N SCALE AS SHOWN
0 'T of `'y
J
s

SITE
PROJECT STATION FILL IN
WETLANDS
(AC) CUT IN
WETLANDS
(AC) UNDERCUT
IN WETLANDS
(CY)
1 112+00 (L) 0.003 0.000 0
_
2 126+00 (R) 0.128 0.000 267
3 128+00 (R) 9.018 0.000 44
4 129+00 (R) 0.000 0.044 0
5 136+00 - 165+00 (L) 0.000 0.455 0
6 135+00 - 141+00 (R) 0.337 0.000 0
7 147+00 - 154+90 (R) - 0.407 0.022 100
8 155+00 - 164+00 (R) 0.455 0.000 115
9 164+50 - 176+00 (R) 0.806 0.000 211
10 165+20 - 169+10 (L) 0.000 0.164 0
11 169+40 (L) 0.000 0.064 0
12 171+00 - 177+50 (L) 0.000 0.237 0
13 178+20 - 229+10 (L) 0.000 2.099 0
14 178+40 - 184+00 (R) 0.237 0.000 0
15 184+20 (R) 0.050 0.000 0
16 185+60 (R) 0.038 0.000 0
17 186+60 (R) 0.097 0.000 0
18 188+80 - 193+00 (R) 0.209 0.000 0
19 193+20 - 200+60 (R) 0.330 0.000 0
20 201 +60 - 204+00 (M) 0.116 0.000 0
21 204+40 - 213+00 (M) 0.469 0.000 0
22 213+40 - 216+90 (M) 0.208 0.000 0
23 217+00 - 232+50 (A) 0.564 0.000 0
24 229+60 - 250+00 (L) 0.000 0.631 0
25 232 + 80 (M) 0.121 0.000 0
26 236+80 - 238+00 (M) 0.051 0.000 0
27 238+80 - 244+00 (M) 0.222 0.000 0
28 244+70 (R) 0.002 0.000 0
29 247+00 - 260+90 (M-R) 1.986 0.179 258
30 256+00 (L) 0.000 0.031 0
31 261+00 - 265+90 (L) 0.000 0.116 0
32 .267+20 (L) 0.000 0.097 0

SITE
PROJECT STATION FILL IN
WETLANDS.
(AC) CUT IN
WETLANTDS
(AC) UNDERCUT
IN WETLANDS
(CY)
33 270+60 - 307+00 (L) 0.000 1.225 0
34 270+60 - 273+20 (M-R) 0.242 0.000 0
`35 276+00 - 281+05 (M) 0.435 0.000 0
36 284+00 - 308+00 (M) 1.306 0.000 0
37 312+00 - 315+00 (M-R) 0.149 0.016 0
38 312+00 (R) 0.016 0.000 0
39 315+60 - 385+85 (L) 0.000 - 2.819 0
40 318+20 - 325+30 (R) 1.402 0.056 6050
41 325+80 - 354+00 (bl-R) 2.934 0.008 8267
42 354+40'(R) 0.415 0.000 0
43 356+60 - 359+05 (M-R) 0.084 0.000 222
44 357+00 (R) 0.000 0.008 0
45 360+00 - 415+50 (M-R) 10.626 0.278 0
46 390+00 - 444+60 (L) 0.000 1.920 0
47 416+00 - 421 +00 (M) 0.271 0.000 0
48 423+50 - 428+60 (R) 1.229 0.000 0
49 429+20 - 450+00 (M) 0.871 0.000 0
50 445+00 - 450+00 (L) 0.000 0.177 0
51 470+30 (M-R) 0.548 0.065 2754
52 471+00 (L) 0.000 0.021 0
TOTAL 27.383 10.488 18288
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
6.269002T (R-2406A)
US17 FROM NORTH OF NC50 AT HOLLY
RIDGE TO SOUTH OF SR1526 NEAR DIXON
SCALE AS SHOWN

co of 1q

?
'L E
?[kt0 Run

BEGIN PROJECT
R Hair R„

ATLANTIC OCEAN
V ICI NLTY MAP
SCALE
o s 10 20 AD
SCALE Of WLES
0 10 20 30 SGaE Of ULOWTERS
V (f• r
s,,,
US 17 WIDENING PROJECT
?I
ION
6.269002T (R-2406B)
1000 0 1000 2000 3000 4000 FEET
SITE86
k?
SITE 8A .

PROPOSED WIDENING OF US 17 FROM
SOUTH OF SR 1526 AT DIXON TO
SR 1119 SOUTH OF VERONA
SCALE AS SHOWN P

i
N.C. DEPT. OF TRANSP
DIVISION OF HIGHWAYS
ONSLOW COUNTY
A
•
`o < NX6
5
?-SITE 32
4 s `? L-.
SITE 31 i
SITE 30
°y s SITE 29
SITE 27 6
I SITE 26 Sll//
SITE - 5
I SITE 24
SITE 23
SITE 22
o
i eM
SITE 21 SITE 20
i
C
? ? / °y 65 1
SITE 19 I
SITE 18 •
v
3 7/r
i
SITE 17;' = -
__....,. = ?j
71
' SITE 16
SITE 14 SITE 15 r
r
° s
c
? ' 7 X ?y4
*J
/SITE 12
f'SITE 13?
\SITE 11 N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
iooo o i000 tom 3000 aooo FEET 6.269002T (R-24066)
PROPOSED WIDENING OF US 17 FROM
SOUTH OF SR 1526 AT DIXON TO
SR 1119 SOUTH OF VERONA
SCALE AS SHOWN
SHEET OF 14- JUNE 1994
SUMMARY SHEET jt- Zyp(a - (; SHEET IC) or- /[
FILL IN EXCAVATION FILL IN EXCAVATION UNDER.
FILL IN EXCAVATION SURFACE IN SURFACE FILL IN EXCAVATION SURFACE IN SURFACE CUT
WETLANDS IN WETLAND; WATERS WATERS WETLANOE IN WETLANDS WATERS WATERS
SITE ROAD STATION PERMIT TYPE (ACRES) (ACRES) (ACRES) (ACRES) ICY) (CY) (CY) ICY) (CY)
1 -L- 472+80 INDIVIDUAL 0.37 3838 950
476+20 404
2 -L- 502+00 INDIVIDUAL 0.55 3110 2000
510+65 404
3 -L- 515+50 NATIONWIDE 0.01 160
515+90 14
4 -L- 533+50 INDIVIDUAL 1.11 0.01 16556 194
551+00 404
5 -L- 534+20 INDIVIDUAL 0.70 25107
541+00 404
6 -L- 549+00 INDIVIDUAL 2.90 0.05 19322 25 1060
S70+00 404
7 -L- 577+00 INDIVIDUAL 1.69 0.06 0.38 11035 8 835 1940
592+15 404
7A -Y-9A- 41+80 NATIONWIDE 0.05 252
45+55 26
78 -Y9A- 42+40 NATIONWIDE 0.05 167
44+10 14
8 -L- 597+50 NATIONWIDE 0.25 2190
602+00 26
8A -Y9A- 46+35 NATIONWIDE 0.01 5
46+90 14
8B -Y9A- 53+85 NATIONWIDE 0.31 1511
57+25 26
9 -L- 608+00 NATIONWIDE 0.07 778
608+70 14
10 -L- 614+00 INDIVIDUAL 1.00 25631
618+10 404
11 -L- 625+30 NATIONWIDE 0.02 1
625+70 14
12 -L- 629+00 NATIONWIDE 0.02 1
629+50 14
13 -L- 625+30 INDIVIDUAL 1.32 14470
632+90 404
i
7
SUMMARY SHEET SHEET // or- /Y
FILL IN EXCAVATION FILL IN EXCAVATION UNDER.
FILL IN EXCAVATION SURFACE IN SURFACE FILL IN EXCAVATION SURFACE IN SURFACE CUT
WETLANDS IN WETLAND: WATERS WATERS WETLANDS IN WFTI ANDC WATFOC WATOO¢
14 -L- 658+00 NATIONWIDE
659+10 14
15 -L- 651+00 INDIVIDUAL
666+70 404
16 -L- 669+40 INDIVIDUAL
682+50 404
17 -L- 674+00 INDIVIDUAL
680+00 404
18 -L- 685+10 INDIVIDUAL
703+00 404
19 -L- 689+60 INDIVIDUAL
701+30 404
- Y1 0B- 50+00
65+31
20 -L- 724+00 INDIVIDUAL
731+00 404
21 -L- 711+00 NATIONWIDE
712+50 14
22 -L- 731+70 NATIONWIDE
732+00 14
23 -L- 732+30 NATIONWIDE
738+50 26
24 -L- 734+40 NATIONWIDE
736+00 14
25 -L- 738+50 NATIONWIDE
745+30 26
26 -L- 746+80 NATIONWIDE
747+50 14
27 -L- 747+80 NATIONWIDE
748+70 14
28 -L- 751+00 NATIONWIDE
751+50 14
29 -L- 752+00 NATIONWIDE
752+40 14
0.09 61
2.26 0.03 12087 34 3150
2.39 34291 8690
0.22 1042 1930
3.63 90262 5870
2.45 0.08 8586 22 6660
0.62 0.32
0.05
0.01
0.67 0.26
0.05
0.76 0.01
0.06 0.02
0.01
0.03 0.02
0.01 0.01
0.18
2500 350
3
1
3000 126
21
3930 19
272 9
10
4 13
5 222
283
1250
950

SUMMARY SHEET R'ZWO(p-6 SHEET F
Z
O

FILL IN FILL IN
EXCAVATION SURFACE EXCAVATION
IN SURFACE FILL IN
EXCAVATION FILL IN EXCAVATION UNDER

SITE ROAD

STATION PERMIT TYPE
WETLANDS
(ACRES)
IN WETLAND: WATERS
(ACRES)
ACRE
WATERS WETLAND:
IN WETLANDS SURFACE
WATERS IN SURFACE CU' i
WATERS
(
S) (ACRES)
30 -L- 753+10 NATIONWIDE 0.01 0
04

753+80
14 . 5 24
31 -L- 758+20 NATIONWIDE 0.02 0
05

758+85
14 . 20 241
32 -L- 760+50 INDIVIDUAL 0.64 0
11

764+00
404 . 3030 238
33 -Y8- 28+35 NATIONWIDE 0.03 0
019
. 62 47
29+70 14
34 -Y8- 28+75 NATIONWIDE 0
05
. 24
29+20 14
35 -Y7B- 20+00 NATIONWIDE 0.06 0
02
. 356 9
14

TOTALS: 24.32 1.28 0.43 0.18 283253 1784 1086 283 34450
VICINITY. _.MAP
__Z?o?- - --
-.• s^•cy'-r - 'tamer Grew / I
w JACKS rv2V?E EAST
_ . a. '•?,
AL 3.700 x?i • , i :/e: i A.... 1rlrer0el. A
( ' I a %!;a '. •`,.•. / I i
w CAMP LEIEUNE MARINE
( ` ± CAM. LEIEUNE
I - 11111`1111 ??
?W. 30.7 30.1ee ?
JACKSONVILLE
u o r PW. lust
LOW,
McMe. 1
1r FAR ELL MAY
PROJECT R'vF,(j
`y ... NEw SwE4 •
'i•`s, STATION
lu-4C.1 ,
N31. 3•.01
SITE o 1
SITE j.. I
SITE
SITE ZZQ O i
14 SITE M
ITE 7
SITE ?Z
S•eu'?-WSS 1133 ., ??
SITE
0'111" ' SITE Il
'Not" ltlkkfA)'
1.r. 111. _ OJECT
` I
1. -110 SITE $tI • ??'` .
SITE 2Z \? s
', t7
• SITE
SITE
` -C R E d r S A V n
M 1
Tres.
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
! ONSLOW COUNTY j
PROJECT: 6.269002T R-2406C
WIDENING OF US 17 AND VERONA BYPASS
13 of l?

SUbIb ARY REPORT
STATION ATION PROPOSED FILL IN CUT IN FILL IN
STRUCTURE WETLANDS WETLANDS SURFACE WATER
?E (ACRES) (ACRES) (ACRES)
j I 50+00-52+50 Extend Fill 0.66 0.095 0
-L-
II 68+70-74+70 Extend Fill 1.32 0.24 0
-L-
m 80+00-83+50 Extend Fill 0.51 0.67 0
' -L-
IV 91+40-102+60 Extend Fill 2.06 0 0.04
-L-
V 109+,40-114+00 Extend Fill 0.64 0 0
L-
VI 115+00-129+00 Extend Fill 2.49 1.38 0
-L-
VII 18+00-20+00 Extend Fill 0.046 0 0
-Y3-
VIII 130+50 Extend Fill 020 0 0
-L-
IX 132+00 18" RCP 0 0 0.029
i
-L- i
X 139+75 18" RCP 0 0 0.003
-L-
m 174+00-181+00 2@9X10 0.81 0 0.131
-L RT- 2@9X12
' 176+00-179+00 RCBC
-L LT-
i
i
XII 209+15 24" RCP 0 0 0.01
I
•L- I
XIII 219+15 24" RCP 0 0 0.004
XN 237+00-245+00 BRIDGE 0.804 0 0
-L- 1(x370' t
I 1@90,
2®70'
XV 252+00-256+0 0 Extend Fill 0,092 0 0

TOTAL IIOACTS TO WETLANDS (ACRES) 9.632 2.38S 0.217
N.C. DEPT. OF TRANSPORTATION
DMSION OF HIGHWAYS
ONSLOW tCOUNTY
PROJECT'. 6.269002T R -2406C
BYPASS
WIDENING OF US 17 AND VERONA
?
r SHEET /? Or / I J
To: John Domey
Planting Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON
WQ SUPERVISOR: ADKIN
DATE: February t, 1996
b
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 95 PERMIT NO.: 951241 COUNTY: Onslow
PROJECT NAME: NC DOT - Highway 17 Southwest Creek Bridge Replacement
PROJECT TYPE: Bridge PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: November 30, 1995
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030502
*STREAM OR ADJACENT WATER BODY: Southwest Creek
CLASS: C NSW STREAM INDEX #: 19-17??,
*OPEN OR CLOSED: Closed
WL IMPACT: Yes WL TYPE: SWF?9
WL REQUESTED: 0.8 WL ACR EST: Yes
WL SCORE: N/A
MITIGATION: Yes MITIGATION TYPE: Unknown
MITIGATION SIZE: Unknown RATING SHEET ATTACHED?: N/A
RECOMMENDATION: Other
STORMWATER PLAN REQ'D: Yes
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: NC DOT proposes to replace the existing two land bridge over Southwest
Creek with two new bridges.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3025
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: WETLAND: 35,020 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE?'Yes
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
r - 951241.Feb
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
It is recommended that a formal mitigation plan be submitted and approved prior to issuance
of the CAMA Permit. It is my understanding that DOT is trying to negotiate with the United
States Marine Corps for the use of their mitigation site within the Great Sandy Run area. It is
questionable whether this area will have the correct type of wetlands for in-kind mitigation.
cc: Central Files
Wilmington Regional Office Files
DCM-Russell
John Parker
Project name
Countv-Z _
s-Tu, I )3? Q? s?cPO-V--)
gy T RATING WORKSHEET KSHEET Fourth Version
V? /7 Nearest road (S G7
11-/ Wetland area 4-/0 acres Wetland width. -E- 302 feet.
Name of evaluator
hate 2- V --
V etlan Adjacent lay; d use
(within 1/2 -mile upsLreaiu, upslope,
t.?IJ.. JL),.d,L.L A A(.?l V or radius)
forested natural vegetation
1' I 3
013 iz,tt'l~1n1ttaritstrean7
agriculture' urbanlsubur bar-i -?/
impervious surface
Dominant vegetation
n: Sail s e Tie s ------ ---------- ---
r (2) _
Li predominantly organic - hutmjs
IMIjck or peat (3)
a D 'pre' dorniriatitly mineral non-sfaidy
r L predominantly 's'andy Flooding and wetness
seniipermanently to perrii,-Mently
iiydrat?iic fact®r flooded or inundated
54-seasonally `flooded or
inun?iatecl
LJ steLp topography ] 'iriterrnittantly flooded or teriiporary
D ditched or channelized surface Water
Iota; v:-ti.tlarid width,>100,ie4t rlo evidence of flooding or surface
water
Wetland type (select one)* `
6Tq(Bottomland hardwood forest LI Pine savanna
Headwater forest L] Freshwater marsh
® Swamp forest ® Bog/fen
? Wet flat G Ephemeral wetland
® Pocosin 0 Carolina Bay
? Bog forest 0 Other
*The rating system cannot be applied to salt or brackish marshes or stream cha»nels
weight
Water storage_ x 4.00
? Wetland Score
G Bank/Shoreline stabilization x 4.00 =
Pollutant removal_ * x 5.00
Wildlife habitat x 2.00 = ?-- -
S Aquatic life value x 4.00
w Recreation/Education x 1.00 =
Add 1 point if in sensitive watershed and > 10% nonpoint disturbance within 1/2 mile upstream, upslope, or radi.rs
. ?i
r/iirri?rrrrrJrrrriJrsiririirrrrrrrrrrrrrJ!/rrrrrrrrrrirrrrrrrnrirrrJrrrrrrrrrrrrrrrrrJrrrrrrlrJJrrrrrrrrJr/r.vrrr.?rJi•rri.rrrrrr/rr.:?/?rrr;.
r:. 7
State of North Carolina
Department of Environment,
Health and Natural Resources 1 •
0
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary July 11, 1996 E3F=HNF;Z
Roger N. Schecter, Director
Mr. H. Franklin Vick
Planning and Environmental Branch
N.C. Department of Transportation
P.O. Box 25201
Raleigh, NC 27611-5201
Dear Mr. Vick:
Please reference the Division of Coastal Management's (DCM) February 13, 1996 letter
to you concerning your Department's application for permits under the Coastal Area
Management Act and State Dredge and Fill law to carry out a highway improvement project
along the US 17 corridor in Onslow County (TIP No. R-2406), specifically the proposed crossing
of Southwest Creek. In our February 13 letter, you were informed that processing of the permit
application was being placed in abeyance until such time as three specific items were addressed.
These three items included 1) completion of the required environmental documents, 2) a request
by the Division of Environmental Management that NCDOT investigate the possibility of
removing more of the existing causeway adjacent to Southwest Creek, allowing this area to
revert to wetlands, and 3) a request by the Division of Environmental Management and the
Wildlife Resources Commission that the NCDOT provide a final mitigation plan that addresses
in-kind functional replacement of the bottomland hardwood wetland impacts. After discussions
with representatives of the Division of Environmental Management and your staff, DCM is
satisfied that items 1 and 2 above have been addressed. However, the mitigation issue appears
not to have been resolved as of this date, and it has been determined that this information is
necessary to allow for a complete and thorough review of the proposed project. Therefore, in
accordance with T15A:07J.0207(e), processing of the referenced permit application remains
suspended until the mitigation issue is resolved.
This letter is provided as an update on the processing status for this project. If you have
any questions concerning this matter, please feel free to contact me at [phone].
Sincerely,
Doug uggett
Assistant Major Permit Coordinator
cc: John Dorney, DEM
David Cox, NCWRC
Janet Russell, DCM-Wilmington
DCM-Morehead City
P.O. Box 27687, W- 4 FAX [phone]
An Equal Opportunity/Affirmative Action Employer
Raleigh, North Carolina 27611-7687 C
NNEf
Voice 919-733-2293 iT?l 'll.?A7? 509/o recycled/ 10% post-consumer paper
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TO 19197339959 P.02

TNQ vAILT NEIN&WN BRYAN
;le Bailey
lur-month-old femalel beagle mix is among the
animals at the Onslow County Animal Shelter that
n owner. Regular. hotprs at the :pound, located on
town Road, are Monday, 1 p.m.-4 p.m.; Tuesday-
iy, 9 a.m.-4 p.m.; Friday, 10. a.m.-3 p.m.; and
ty, 10 a.m.-12 p.m.,i 1 p.m.-3 p.m. For more
ition about adopting ah animal, 6aIl 455-01$2,
minatidns sought
:rs abound, in Jack
ut as of Friday, only
been nominated fir
xUvernor's Award for
Gf t?AIl YS}r.Aw ?.tiwLinn
l
Iunteers who go far above the
normal eall of duty."
The award recognizes indi-
viduals, groups and youth who
',make signiflCant contributions
;to their community through vol-
DELAX/i= m 19'
lands," he said. "ButAey often
go ahead with projects before
mitigation is secured."
. The water quality certiflua-
tion has not yet been issued td
DOT, said Eric Galamb, who is
in charge of reviewing DOT
projects at DEM.
"We have to get an act-
able mitigation plan in place,"
•G-hamb said. "If the plan if ap-
proved, I don't think it will be
long before the certification is
issued."
DOT has worked with the Ma-
rine Corps to develop a mitiga-
tion plan, said Scott McLendon
with the corps of engineers.
DOT will use the Greater
Sandy Run Mitigation Bank,
which is an area of land that
has been set aside fbr Marine
- Corps mitigation projects,
McLendon said.
"We have the plan and it. is
- Currently under • review," he
said. "The mitigation can take a
long time. Unfortunately, the
:.process does not move along as
fast as any of us would like it
to.}*
`.' The project could fall under
rules just established 'by the
Environmental Management
Commission, Miller said. If so,
the DOT could-b -required to
mitigate four acres of wetlands
for every one acre it fills during
the project. !
"Mitigation should result in; a
net gain and should be' in the
same watershed that bas been
filled," Miller said. "They
should be forced to comply wO
the new guidelines."
How and where the wetlands
mitigation fbr the project will
take place will be the subject ?of
a lengthy debate, McLendon
said.
Public comments on the
project should be submitted by
June 7 and can be mailed to
Scott McLendon, Department of
the Army, Wilmington District,
Corps of Engineers, P.O. Box*
18W, Wilmington, N.C.. • 28402-
1890 or telephone (910) 291-
4725.
BUY IT.
SELL X T.
FIND -IT.
¦ MEMORI1 L IDAY I PICNIC at the
U30 12:39. p.m. May 27 Free
hamburgers, hot drugs, etc. Games
for kids and adult. Call 455.3411.
¦ MEMORIAL UE dedicated
by members of i I Marine Divi-
sion Association Coastal Caro-
Iina Veter;M "Ce' etery 11 a.m.
May 27. I'uplie Inv ted. 938-1614.
¦. GOLF TOU_RNW :to 'help raise
funds for JPrevent Child Abuse
mobile training ?init May 31.
Deadline llkay 29, osted by Ma-
rine Federal Credit Union. Call
577-7333, e t 206. I
¦ MEMOR AL DAY SERVICES
wreath-laying cereknony by Fleet
Reserve Msoeiatidn Branch 208,
noon May 27 Colastal Carolina
Veterans &mete Public in-
vited. Flag Disposal Ceremony fol-
lowing at i ranch home on Daw-
son Cabin load. 34,6.4377.
N CAMP hosted by White Oak
Youth ehee eaders dune 28.29 at
Bell Fork chool and taught by
Southwest I High 6chool , cheer-
leaders. $25 registration. 353-
3075.
¦ T.O.P.S. haptef, 380, meeting
at the U30- 7 p.m, May 27. Call
346-3977. eweomers welcome.
¦ CPA .00URSES at UNC-W. Reg-
istration is II required and fee is
$10 for >?laterials and instrue-
CHURH HAPPENINGS
0 ANNIVER ARY New Hope Holy
Church on Told Road 7:30 p.m.
nightly Ma? 27-31 ;with different
speakers a ch night. Call 346-
8002 for de ils.
¦ PASTOR ANNIVERSARY Faith
Tabernacle Church, Richlands,
7:30 P.M. nightly May 2x-31 with
different speakers each night.
Call 324-357 £or details.
1
I .
FAO JRS AND
IT {WAS GONEI
! R, Belt sold h?s laeuai in 2-hours
after it appeaW in The p#ily No%%
^,lusifica, vo4 can not bpot the re-
suns you receive when oWertising
your uses items with•us.
i THE #ILY. NEWS
CiASSIMED DEPARTMENT
05-28-1996 10:36AM FROM TO 19197339959 P.01
t
T E DA i is N P., A FREEDOM i I i
NEWSPAPER I I I
FAOSIMILE TRANSMISSION COVER, SHEEZ
m
FAX
?s~
TENTIONs C,
om:
TE:
' r
MER OF PAGES INCLUDING COVER SHEET:
CALL (,,bIO) 353.1171 If TRANSMISSION iS NOT
V. DAILY NEWS FAX # IS: [phone] i
4
i
NJ

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
June 10, 1996
Colonel Robert J. Sperberg
District Engineer
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington, North Carolina 28402-1890
Attn: Scott McLendon, Regulatory Branch
Dear Colonel Sperberg:
ti'q ?6
This is the report of the U.S. Fish and Wildlife Service (Service) on Public
Notice (PN) ID #199303731, dated May 9, 1996. The North Carolina Department of
Transportation (NCDOT) has applied for a Department of the Army (DOA) permit to
place fill material in approximately 76 acres of wetlands in conjunction with the
b? eAing, ,,Of highniay Onslow :County, North Carolina. The NCDOT has
designated this project as TIP No. R-2406. This report is submitted in
accordance with the Fish and Wildlife Coordination Act (48 Stat. 401, as amended;
16 U.S.C. 661-667d), and Section 7 of the Endangered Species Act of 1973, as
amended (16 U.S.C. 1531-1543). It is to be used in your determination of
compliance with the Environmental Protection Agency's 404(b)(1) Guidelines (40
CFR 230) and in your public interest review (33 CFR 320.4) as they relate to
protection of fish and wildlife resources.
According to information provided in the PN and attached information, the NCDOT
proposes to widen the existing two- and three-lane facility to a five-lane,
undivided facility (for 1.5 miles north from the northern city limits of Holly
Ridge) and a four-lane divided roadway with a 46-foot median (the rest of the
project). With the exception of a 1.5 mile bypass of Verona which would be on
new location, the existing two-lane roadway would be used for southbound traffic
and two new lanes would be constructed to the east for northbound traffic. The
project would also construct a new bridge over Southwest Creek and replace the
existing bridge. The new bridge would be the same length as the existing bridge
and require the fill of 0.8 acres of forested wetlands. Current plans also call
for the relocation of 500 feet of stream channel where the proposed road crosses
Hicks Creek. Pipe culverts are proposed for all other crossings. Overall
project length is approximately 16.7 miles.
The PN states that the proposed project would impact 102 individual wetland
sites. -Impacts at these sites would range from 0.01 acre to approximately 10.6
acres. The majority of impacted wetlands is located in an existing powerline and
roadway right-of-way both of which are mowed on a regular basis. Other habitat
types in these areas include stream head pocosins, wet pine flatwoods on mineral
soil, and pocosins. These areas are seasonally saturated to the surface and
located on broad flats along interstream divides.
Among the 75.8 acres of anticipated impacts, the PN indicates that 40.4 acres
(53.311) may be classified as disturbed. Other wetland impacts include 9.2 acres
(12.1%) of broadleaf deciduous forest, 1.1 acres (1.49.) of broadleaf evergreen
forest, 24.7 acres (32.6%) of needleleaf evergreen forests, and 0.4 acres (0.5%)
of broadleaf deciduous scrub-shrub area.
Service policy regarding compensatory mitigation for damage to habitats considers
both the value of those habitats to fish and wildlife and their relative
scarcity. Wetlands in the project area provide important fish and wildlife
habitat. The forested wetlands that would be affected by the proposed project
have high habitat value and are considered to be relatively scarce on a national
and regional basis. Wetlands such as these provide valuable nesting, roosting,
and foraging habitat to resident and migratory waterfowl, songbirds, hawks, owls,
and wading birds. Other resident wildlife species expected to occur in project
area wetlands include white-tailed deer (Odocoileaus virginianus), river other
(Lutra canadensis), and raccoon (Procyon lotor). Numerous reptiles and
amphibians depend on project area wetlands for foraging, egg laying, and habitat
for larval life stages. Even disturbed wetlands may serve to control flooding,
improve water quality, and serve as habitat for many early successional species.
The Service recommends that wetland impacts be avoided and minimized to the
maximum extent practicable as outlined in the Clean Water Act Section 404(b) (1)
Guidelines. The most important feature affecting wetlands is generally the
selection of the build alternative. In the present case, the project would
follow the alignment of the existing road. Therefore, opportunities to avoid
wetland impacts through an alternatives analysis are not applicable.
The proposed project does present opportunities to minimize wetland impacts"
through certain design features and construction techniques. The Environmental
Assessment (EA) released in July 1994 states (p. 38) that wetland impacts would
be reduced by reducing fill slopes, where feasible, at stream/wetland crossings.
The EA also states that "sensitive placement" of drainage structures would
minimize degradation of wetlands and water quality. Project design would allow
the old railroad bed west of the existing road to serve as a tank trail. This
feature would prevent the clearing of additional wetlands for this trail.
However, the EA also states that additional bridging of wetlands would not be
considered due to the ". . . unreasonable cost and the logistics of constructing
a new roadway parallel to an existing roadway."
However, impacts to wetlands and fish and wildlife resources could be reduced by
design features and construction techniques which are not specifically mentioned
in the Finding of No Significant Impact (FONSI) issued in July 1994 and the PN.
Wetland impacts can be minimized by reducing median widths at wetland crossings.
Current project plans call for a 46-foot median from 1.5 miles north of Holly
Ridge to the northern project terminus. Project plans for the Jacksonville
Bypass (R-2107) which is north of the present project and in similar habitats
will have a 22-foot median in two sensitive wetland areas. The Service requests
that the Corps ensure that median widths for the proposed project are minimized
to the extent possible.
Comments on the EA by the NC Division of Parks and Recreation (NCDPR) which were
given in the FONSI (p. 11) state that the project could hinder movement of deer
and black bear (Urns americanus) which are abundant in the project area. The
NCDPR recommended the inclusion of wildlife crossings in project plans. The
NCDOT responded that the project would include three bridges over dirt and/or
gravel tank trails, and concluded that these military crossings would provide
suitable wildlife passageways. The Service believes roads used by military
vehicles would provide relatively poor wildlife movement corridors and that the
NCDOT should make additional efforts to prevent habitat fragmentation for wide
ranging animals in the project area.
t ell-defined seasonal restrictions on in-water work can benefit both resident and
nadromous fish during critical spawning periods. Therefore, the Service
ecommends that any permit for this work contain a,,conditi.on:.prohibiting:in-watew
;,work-.during critical spawning periods.
Service policy on compensation for unavoidable wetlands losses states that there
should be no net loss of habitat value. This policy is especially applicable to
the high habitat value of coastal wetland forests which are at risk in the
present project. Current project plans strongly suggest that wetland losses
cannot be totally avoided. Therefore, a plan of compensatory mitigation must be
developed.
The PN states that the NCDOT is working with the United States Marine Corps at
Camp Lejeune to develop a suitable mitigation plan, presumably within the Greater
Sandy Run Mitigation Area (GSRMA) The Service has participated in several tours
of the GSRMA This areears well suited to compensation for wet pine
flatwoods and pocosin/Sc, rub°'!wetlarid losses` `i -The are-d' W[Y"'aT "'d-contain
sable mitigation sites for bottomland hardwoods;, However, in order for the
Service to adequately evaluate compensation for wetland losses, the NCDOT should
develop a complete mitigation plan for this project.
i,,The 1994 FONSI states (p. 5) that on-site, in-kind restoration/replacement
opportunities are available. These mitigation opportunities included the
possibility Qfr, ies;t ag ;ditches. to restore the hydrology in drained
wetlands so fn order to restore pine and pine/mixed hardwood
wetlands. TYe FONSI notes that other former wetlan sites which ha? been
ditched and drained exist I dia'tely_ 01 orth end of the
project area. If sucsh siell exist' e project area and compensations
area. cannot be developed within the GSRMA, a vice recommends. that the NCDO.
„ur
investigate these areas for use as compensatory wetlds.
The NCDOT noted in the monthly permit meeting on May 16, 1996, that much of the
wetland impacts is among areas classified as "disturbed". The NCDOT would
replace roadside ditches lost during construction with ditches along the new
roadway. The Service does not oppose this type of compensation. However, the
NCDOT has also proposed compensation of other disturbed areas in the right-of-way
at reduced ratios. The Service recommends that the Corps evaluate the
compensation plan to ensure that the wetland functions of even "disturbed"
wetlands are fully restored in the compensation plan.
The FONSI of July 1994 states that a red-cockaded woodpecker (RCW) (Picoides
borealis) survey and foraging analysis were performed in 1991. The analysis
determined that a small amount of foraging habitat would be removed from two RCW
colonies on Camp Lejeune; however, the foraging analysis revealed that an
existing surplus of foraging area would still be available for each colony after
project construction. Since these data are now approximately five years old, we
request that the NCDOT confirm that foraging habitat around the RCW colonies is
still intact and that no clearing has occurred to alter the habitat value
documented in 1991. When confirmation is received, the Service will then concur
with a final determination of no effect for the RCW on this project.
In summary, the Service has several concerns about the environmental impacts of
the project considered in the PN. First, the PN contains no plan of compensatory
mitigation for the anticipated loss of approximately 76 acres of wetlands. As
noted above, some project wetlands serve as important fish and wildlife habitat
and provide many other important ecological functions. The project should,
therefore, not result a net loss of these important habitats. Furthermore, the
Service is concerned that additional data are needed to ensure that the project
would not adversely affect the Federally-endangered RCW. Therefore, the.:Service
recommends that a DOA, ermi.t not.be issued for this project until these concernst,
have k s
The Service appreciates the opportunity to comment on this public notice. Please
advise us of any action taken by the Wilmington District, Corps of Engineers on
this permit application. If you have any questions regarding our
recommendations, you may contact Howard Hall at 919-856-4520, ext.27.
Sincerely,
John M. Hefn
Supervisor
FWS/R4:HHall:6/10/96:WP:A:On R2406.696

REPLY TO
ATTENTION OF
Regulatory Branch
Action ID No. 199303731
Mr. John Dorney
Division of Environmental
North Carolina Department
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina
Dear Mr. Dorney:
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
May 9, 1996
Management
of
27611-7687
It is our understanding that you have been provided a copy of the
application of the North Carolina Department of Transportation for Department
of the Army authorization and State Water Quality Certification to fill
approximately 76 acres wetlands in Pender and Onslow Counties, North Carolina
to widen US Highway 17 from Holly Ridge to Jacksonville.
Your receipt of this letter verifies your acceptance of a valid request
for certification in accordance with Section 325.2(b)(ii) of our
administrative regulations.
we are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a request for certification is a reasonable time for State
action. Therefore, if you have not acted on the request, or asked for an
extension of time, by September 18, 1995, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Scott McLendon, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sinc ely
G. Wayne Wright
Chief, Regulatory
Copies Furnished:
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Branch //x
1 •'.
9y
State of North Carolina
Department of Environment,
LT"A
Health and Natural Resources / • •
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, , Secretary
ID FE H N F1
A. Preston Howard, Jr., P.E., Director
April 23, 1996
MEMORANDUM
To: Melba McGee
Through: John Dorn IF
From: Eric GalambZ

Subject: /
FONSI 17 Widening From NC 50 to Four Lane Section South of
Jacksonville
Onslow County
State Project DOT No. 6.269002T, TIP #R-2406
EHNR = 95-0037, DEM # 10685
The Division of Environmental Management (DEM) did not endorse the FONSI for this
project until the control of access issue was resolved to our satisfaction. Although
DOT prepared a response to our objection on September 19, 1994, this response was
not received by DEM until April 19, 1996. A copy of this response is attached for your
information. DEM now concurs with a FONSI.
Questions regarding the 401 Certification should be directed to Eric Galamb in DEM's
Water Quality Planning Branch.
cc: John Parker, DCM
usl7wid.com
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Oppo-unity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
.; !
PPSt4t• Fax Note 7671 °a` payee"
TQ u,k't G-01
. L From
'
Co1DopL bim 00, 6r
Phone N _ PhonA - 7(41 17 Y6- 3;
Fax I Fax s
" J 1J\L C
DEPARTMEN
JAM B. HUNT, ] R DIN
OVERNOR P.O- Box:
Septe
MEMO NDUM TO: Eric Galamt,
Division of E
THROU H: John Dorney a
FROM., H" Franklin V
Planning and
SUBJE T: US 17 from NC
Section South
Project No. E
hank you for your review cc
for t ie subject highway project.
EM requests the Verona Byp2
secon ary wetland losses. The Ur
along both sides of the proposed
V hiw eing prepared by the Marini
i
n er$ will address wetland in
e ts planned on the military
a trol the access along the I
i'
lease feel free to contact
t ons. Thank you for your a

t Webb, P. E., Program 04
B. Davis, P. E•, Assistai
J. o`Quinn, P. E., Assis'
is Baggett, Clearinghouse
ba McGee, DEHNR

s?
uF NQRTH C aouNA
T OF TP?ANSPORTATION
iSION OF HIGHWM R. SAMUEL HUNT 111
$101,1LkU1GK N.G 27611-5201 SECRETARY
Ober 19, 1994
dater Quality Branch
nvironmental Management
nd Monica Swihart
ick, P_ E_, Manager
Environmental Branch
50 in Holly Ridge to the Existing 4-1ane
of Jacksonville, TIP No. R-2406, DOT
.269002T9 EHNR # 95-0037, DEM # 10685
mments on Finding of No Significant impact
55 have full control of access to minimize
ited States Marine Corps owns the land
Verona Bypass. The wetland mitigation
-Corps and the U. S. Army Corps of
pacts and proposed mitigation for any
base. Therefore, MC0O7 does not propose
'erona Bypass.
me if you have additional comments or
intinued cooperation
welopment Branch
it Manager, Planning and Environmental
:ant Manager, Planning and Environmental
f--.
•nki -Ml kWMJ7nA17 (TKIH QK1Tk1MH-W:(TT F,?:S'T TN4 9F.-f, T.-?1dH
.4
(9

. r

STATE OF NOKTH CAROLINA
DEP.ARTmENT OF TPmspopTATION
B.
HUNT, JR DIVISION OF HIGH'NdAYS R. SAMUEL HUNT II I
t ERNOR RO. gOX 2.5207. RALEIGH, M.r- 27QJ S= SECRETARY
September 29, 1994
Mr. 0. A. Hest
State Right-of--Way. Negotiator
0. R, Morton, R. E.
State Highway Engineer Design
State Project 6.260002T (R-2406A) Onslow County
US 17 from NC 50 at Holly Ridge
to SR 1526 South of Dixon
Elimination of Partial Control of Access
4
his is in response to your memorandum of September 27, 1994 requesting
drtial control of access be eliminated from this proje?-z. I concur with
recommendation based on the US Marine Corps owning a good portion of
ty along the project, the many rural type driveways, the uncontrolled
t to the south, a cost savings of $800,000*, and the Division's
rence.
e will have the consultant revise the plans to reflect no control of
. When right-of-way plans are sent out in October, these changes will
een incorporated.
e appreciate-everyone's assistance concerning this matter. If there are
estions, please contact Mr. Charles Casey, P. E. of my staff.
Clbjl
r. Joe Blair, P. E.
r. Gordon Bordeaux
s. Cindy Sharer, P. E.
arbara.H. Mulkey Engineering (Attn.: Mr. Bill Hood, P, E.)
t
:ON -131 NOdInNd aW 9NINNtl-1d:QI T> :ET Idd 96,-61-4I,4

A.
J
of North Corolirv3
rtment of Envlronment,
i and Natural Resources
of Environmental Management
B. Hunt; Jr., Governor
tan B. Howes. Secretary
,ton Howard, Jr., P.E., Diredor

ALT.
-ML AM
r-) EH
1F=1
August 12, 1994
To:
F
S
The
Env
1.
2.
Melbdi McGee
gh.- John Dorney D0
Monica SwInartP7
Eric Galamb
.t: FONSI 17 Widening From NC 5o to Four Lane Section South
Jacksonville
Onalow County
State Project DOT No. 6.269002T, TIP *A-2406
EHNR # 95.0037, OEM # 10685
ubject dacumartt has been raviawod by this office. The Division of
Mental Management is responsible for the issuance of the Section 4
y Certification for activities which may impact waters of the state Includ
XX. The following comments are offered in response to the EA prepar
;t which will impact 64.3 acra$ of wetlands.
A DEM still requests that the bypass of Verona have full control of acce
Js important to minimize secondary wetland losses.
DEM cannot endome the FONSI until the above concern is address
Isatlsfaction. DOT is reminded that the 401 Certification may be denie
application If wetland impacts have not been avoided and minimized t
maximum extent practicable.
ons regarciing the 401 'Certification should be directed to Eric Galamb
Quatlty Planning Branch.
1 Water
n
d for this
. This
to DEM's
upon
the
in OEM's
usl Nid.fon
z0d
Box 29535. Rdsich. Nord CQoina 27626.0635. Telephone [phone] FAX 919-73
An RQLx31 OppMU'MyAMrmefivo A V*n Ernpteyor. W% recycled/ 10% pod-06r a et PaPai
:ON -f31 N08 I f1N3 QNU 9N I NNU-1d : Q I 02:2T I d3 96 . -6 T-ddU •-•

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
44?
Nook
?EHNF1
December 11, 1995
Mr. H. Franklin Vick, Manager
N.C. DOT Planning and Environmental Branch
P.O. Box 25201
Raleigh, NC 27611-5201
FILE Liar.
Subject: Widening of US17 from NC50 to the existing 4-lane section South of Jacksonville, TIP No R 2406,
Onslow County
Dear Mr. Vick:
The Division of Environmental Management (DEM) performed a site visit for the subject project on
October 24, 1995. Although DEM received the 401 Certification application on June 21, 1995, we were unable
to schedule a mutually acceptable time with DOT until late in the year.
DEM is concerned about the wetland site VIII for R-2406 CB. This wetland is associated with a large
tributary to Southwest Creek. This wetland is performing significant functions such as pollutant removal, water
storage, and wildlife and aquatic life habitat. DOT is proposing to fill approximately 400 feet of this wetland
and bridge the creek crossing. Due to significant functions that this wetland is performing, DEM requests that
DOT examine the economic feasibility of extending the bridge to avoid fill in this wetland. The existing bridge
on US17 will be removed and therefore, DEM requests that DOT also examine the feasibility of removing the
existing causeway to allow the area to revert to wetlands and perform valuable functions. This restoration could
then be used as mitigation for impacts to bottomland hardwood systems associated with this project.
DEM has observed that wetlands within the right-of-way but outside the cut/fill lines have the vegetation
removed and the area is grubbed. This is an impact to wetlands that have apparently not been calculated in the
impact section. Therefore, the extent of impacts should be taken to the right-of-way line unless the trees are
removed by hand and the area is not grubbed.
DOT is proposing lateral roadside ditches through wetlands. Have the impacts to adjacent wetland due to
the drainage effects of the ditches been calculated and included in the wetland impact total?
There are over 12 acres of bottomland hardwood wetlands being impacted by this project. DEM has stated
in the past and continues to express concern that the Sandy Run Pocosin mitigation package does not include
bottomland hardwood mitigation. As we have stated before, a plan for the replacement of the functions of the
bottomland hardwood wetlands will be required before the 401 Water Quality Certification will be issued.
Should you need any clarification or information, please contact Mr. Eric Galamb at 733-1786.
T ' 1
Dorney
mental Supe
cc: Mr. Scott McLendon, COE-Wilmington
Central Files
Mr. Bob Stroud, CAMA-Wilmington
Ms. Stephanie Briggs, DOT
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
February 13, 1996
?EHNR
RECEIVED
Mr. H. Franklin Vick, PE
Manager
Planning and Environmental Branch
Department of Transportation
P.O. Box 25201
Raleigh, NC 27611-5201
Dear Mr. Vick:
FE B 201996
EW"ONl4 NTgtSCIENCF_-e This letter is with reference to your application for a Coastal Area Management Act Major Development
permit and/or a State Dredge and Fill permit to carry out a highway improvement project along the Hwy. 17 corridor,
specifically the road crossing of Southwest Creek, in Onslow County.
As you may recall, notice was provided you by letter of February 7 that an extended review was required. In
the days following that letter, it has become more clear that there are major unresolved issues that are justification for
placing application processing id abeyance as opposed to an extended review. I refer to the Division of
Environmental Management letter of December 11 and the unresolved issues in the EA/FONSI. It should be noted
that the more recent N. C. Wildlife Resources Commission comment on this application review is one of opposition
for permit issuance unless swamp forest mitigation is provided.
Based on the above mentioned comments, with emphasis on the incomplete EA, processing of the Southwest
Creek Project is hereby placed in abeyance. Should there be any question on this action, do not hesitate to contact me.
Very sincerely,
cc: Janet Russell
DCM-Wilmington
)Ejo_ Parker, Jr.
Permits Processing Coordinator
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
MEMO
DATE: -b k
TO: ' SUBJECT: I / e L) YO6
4&- Foos, I-
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c?t ? ?? ale ?;? vz
0", 44L,
From:
FEB 8 1996 i
srnreo-
North Carolina Department of Environment,
Health, and Natural Resources
? aaw Printed on Recycled Paper
State of North Carolina
Department of Environment,
Health and Natural Resources 4
Division of Environmental Management YA
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary [D E H N F=1
A. Preston Howard, Jr., P.E., Director
August 12, 1994
MEMORANDUM
To: Melba McGee
Through: John Dorney
Monica Swihart
From: Eric Galamb
Subject: FONSI 17 Widening From NC 50 to Four Lane Section South of
Jacksonville
Onslow County
State Project DOT No. 6.269002T, TIP #R-2406
EHNR # 95-0037, DEM # 10685
The subject document has been reviewed by this office. The Division of
Environmental Management is responsible for the issuance of the Section 401 Water
Quality Certification for activities which may impact waters of the state including
wetlands. The following comments are offered in response to the EA prepared for this
project which will impact 64.3 acres of wetlands.
1. DEM still requests that the bypass of Verona have full control of access. This
is important to minimize secondary wetland losses.
2. DEM cannot endorse the FONSI until the above concern is addressed to DEM's
satisfaction. DOT is reminded that the 401 Certification may be denied upon
application if wetland impacts have not been avoided and minimized to the
maximum extent practicable.
Questions regarding the 401 Certification should be directed to Eric Galamb in DEM's
Water Quality Planning Branch.
usl7wid.fon
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1.
APPLICANT'S NAME: Department Of Transportation
PROJECT NAME: Southwest Creek Bridge Replacement
RECEIVED
DEC 081995
ENVIRONMENTAL SCIENCES
2. LOCATION OF PROJECT SITE: Highway 17 Near Verona, Onslow County
Photo Index - 1989: Not Available 1984: Not Available
State Plane Coordinates - X: 2 457 000 Y: 351 800
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - November 2, 1995
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - cc: November 13, 1995
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan _ Onslow County & City Of Jacksonville
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT
(C) Water Dependent: Yes
(D) Intended Use: Bridges For Public Transportation
(E) Wastewater Treatment: Existing - N/A
Planned - 2 New Bridges/Replace 1 Old
(F) Type of Structures: Existing - 2-Lane Bridge
Planned - 2 (2-Lane) Bridges
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7 HABITAT DESCRIPTION: [AREA) Q
DREDGED FILLED OTHER
(A) Vegetated Wetlands 35,020 sf
Swamp Forest
(B) .Non-Vegetated Wetlands
(C) Other 23,000 sf
Shading of Public Trust & Wetlands
(D) Total Area Disturbed: Approximately 1.4 acres
(E) Primary Nursery Area: No
(F) Water Classification: C NSW Open: No
8. PROJECT SUMMARY: The Department Of Transportation proposes to replace an existing
two-lane bridge with 2 new bridges in relatively the same location. The work would be done
in conjunction with the widening of Highway 17 from Holly Ridge to Jacksonville.
I?
SOUTHWEST CREEK BRIDGE
Page 2
9. PROTECT DESCRIPTION
The Department Of Transportation has made application to remove an existing two-lane bridge over
Southwest Creek at Highway 17 between Verona and Jacksonville. The DOT plans to replace the
bridge with two new bridges. The project is located in Onslow County. The Southwest Creek location
falls under the planning jurisdiction of Onslow County and the City of Jacksonville.
The existing bridge that will be removed is 253 feet long by 26 feet wide and is a two lane bridge. The
new bridges that will replace it are both approximately 300 long by 38 feet wide. Each bridge will
provide a clear roadway width of 38 feet to accommodate two travel lanes, a 10-foot outside shoulder
and a 4-foot inside shoulder. The two bridges will be constructed at a sufficient distance apart to
provide continuity of the roadway section which includes a 46-foot median. The existing bridge will
remain in use until the new northbound structure is completed. Traffic would then be diverted to the
new bridge and the existing southbound bridge would be demolished and replaced. The work is being
proposed in conjunction with the widening of Highway 17 from North Carolina. Highway 50 in Holly
Ridge to the existing four-lane section south of Jacksonville, a distance of about 16.7 miles.
The existing bridge is approximately 10' above the normal water elevation of Southwest Creek. The
proposed, new bridges would be approximately 9' above the normal water elevation. Navigation in this
area of the creek is limited by the railroad bridge downstream which is only 3' above the normal water
level. This information was provided. by the Department of Transportation.
Approximately .8 acres of swamp forest wetlands would be filled in the course of the proposed
construction of the bridge approaches. The major wetland impact of the fill would be mature swamp
forest including species such as Willow Oak, (Quercus phellos), Green Ash, (Fraxinus pennsylvanica?,
Water Hickory (Carya aquatica), Red Maple, (Acer rubrum), and River Birch, (Betula ni901. These
wetlands are indicated on the project drawings, sheets 2, 4 and 5, by the cross hatching.
In addition, 23,000 square feet of emergent vegetation and public trust waters would be shaded by the
new bridges. Emergent vegetation fringes along Southwest Creek include species such as,Arrow Arum,
(Peltandra vir_g' ica), and Fickeralweed, (Pontedaria cordata?. The emergent vegetation would be
bridged by the proposed project.
The waters of Southwest Creek at this crossing are classified as C NSW by the Division Of
Environmental Management. This part of Southwest Creek has not been designated as Primary Nursery
Area by the Division Of Marine Fisheries nor is it open for the harvesting of shellfish.
10. ANTICIPATED EMPACTS
The proposed project would result in the loss of .8 acres of forested wetlands adjacent to Southwest
Creek, lessening the filtration ability and flood storage capacity of the surrounding wetlands. Also,
stormwater runoff to Southwest Creek would be increased due to the increase in surface area of the :
bridges.
Janet M. Russell/November 29, 1995/Wilmington DCM
corm DC M-NT EP-1
??S i ??t9 !i '11'1
(To be completed by all applicants)
b. City, town, community or landmark
Verona
1. APPLICANT
c. Street address or secondary road number
US 17
a. Landowner:
Name N. C. Dept.-of Transportation
Address P. 0. Box 25201
_ City Raleigh . State NC
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Southwest Creek
Zip 27611 Day Phone [phone]
Fax [phone]?? ESCRIPTION AND PLANNED USE cc; 7K F PROPOSED PROJECT
b. Authorized Agent:
Name NOV 13 1995 a. List all development activities you propose (e.g
---
DIVISION OF building a home, motel, marina, bulkhead, pier, an:
Address COASTAL MANAGEMENeTxcavation and/or filling activities.
Q.onstrurtion of ty4o new bridges over
Southwest Creek.
City State
Zip Day Phone
Fax
% Project name (if any) R-2406, US 17
Southvpest Creek Bridge Replkcemnt
NOTE. Permit will be issued in name of 1=%downer(s), mul/or
project name.
1. LOCATION OF PROPOSED
PROJECT
. County Onslow
b. Is the proposed activity maintenance of an existin
project, new work, or both? Both
C. Will the project be for public, private or commerci--
use? Public
d. Give a brief description of purpose, use, methods c
construction and daily operations of propose
project. If more space is needed, please attac:
additional pages. Public roadway.
'etiikd 0?'9?
l ?
Form DCM-iNIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL.
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, industrial/commercial effluent, "wash
down" and residential discharges.) Roadway
runoff
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
Sand N/A
e. Vegetation on tract Swamp Forest
f. Man-made features now on tract 2-la Tqll P 0IONAL IIV-FORMATION
highway and bridge U
g. What is the CAMA Land Use . lio lanWOV 1 1995 Ll:?l
addition to _ the completed application form, the
classification of the site? (?ns,?l::F.e lost Land 7tepL HV1S10 fb&wing items must be submitted::- -
Conservation X Transit62?ffSTAL MANAGEMENT
X Developed Community ® A copy of the deed (with state application only) or
Rural - ether other instrument under which the applicant claims tide
If th 1'
h. How is the tract zoned by local government?
Developed/Transition
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Anach zoning compliance cerri, f late, if aaplicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? NCDDT Archaeologists
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
(Aaach documenrarion, if available)
to the affected properties. Q_ app scant 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 tide, 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. Blue4ine
prints or other larger plats are acceptable only if al
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 tc
guide agency personnel unfamiliar with the area to the
K
Form D0Y1-11P-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certification, if one is necessary.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
® 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.
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.
Name U. S. Marine-Corps- I certify that I am authorized to grant, and do in fact,
Address FAS DEP USMC ' grant. permission to representatives of state and federal
Phone Camp Lejeune, Jacksonville, NC 28 542 review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name Roosevelt Daugherity permit application and follow-up monitoring of the
Address Route 3, Box 329AA 7 -_-, \
Phone Jacksonville, NC 28540 V n
I furthe . Iertify that the information provided in this
'?
Slar;je Eastern Properties, Inc.. i< knowiedge
is truthful to the best of m

NU
V j .
y.
-
Address Manns Department Stone
Phone .Aih Levi lle NC 2872
ni?r L/
I Si??itl 0F
?
STAL / 7
of 19 9S
N'AN/BrMa T (? da
COA .
y
A list of p revious state or .federal permits issued for
work on the project tract. Include permit numbers, Print Name
permittee, and issuing dates.
Signature
ZanaoW er or Authorized Agent
10 A check- for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
® A signed AEC hazard notice for projects in
oceanfront and inlet areas.
I
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
t/ DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
10 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.
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
Form 1CIi-NIP-5
I D ?G?, En" A, N D
q`r.._.'iTl,?ER1-TS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
.1. BRIDGES
a. Public X Private
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
g. Length of proposed bridge 305 & 300 feet, aopr
h. Width of proposed bridge 38' , each bridge
L Height of proposed bridge above wetlands
Varies, see sheets 6 and 7
oposed bridge affect existing water flow?
b. Type of bridge (construction material) D LR? I ;lain
Concrete es y_ No
i m
If yNOV 13 19.995
c. Water body to be crossed by bridge
3outhwe=t Creek. DIVISIOtN (I -
COASTAL MANAGEMENT
d. Water depth at the proposed crossing at MLW or k. Navigation clearance underneath proposed bridge
N-WL Varies from 0 - 10 feet 9 feet
e. Will proposed bridge replace an existing bridge?
x Yes _ Y, No
If yes,
(1) Length of existing bridge 253 feet
(2) Width of existing bridge 26 fppt'
(3) Navigation clearance underneath existing
bridge _ 10 feet
(4) Will all, or a part of, the existing bridge be
removed? (Explain) All
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or AF,VL N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? X Yes No
If yes, explain Navigation'ai clearance will
be reduced by 0.3 feet.
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
If yes, please provide record of their action.
Re,-Lsed 03."
Form DCM-:NIP-5
2. CULVERTS
a. Water body in which culvert is to be placed
N/A
j. Will the proposed culvert affect existing navigation
potential? Yes No
If yes, explain
b. Number of culverts proposed N/A
c. Type of culvert (construction material, style) 3. EXCAVATION AND FILL
N/A
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
d. Will proposed culvert replace an existing bridge? Yes X No
Yes No If yes,
If yes, (1) Length of area to be excavated

(1) Length of existing bridge _
(2) Width of area to be excavated
(2) Width of existing bridge (3) Depth of area to'be excavated
(3) Navigation clearance underneath existing (4) Amount of material to be excavated in cubic
bridge yards
(4) Will all, or a part of, the existing bridge be
removed? (Explain) '? WTI placement of the proposed bridge or culvert
€?u e y excavation within:
_ tal Wetlands - SAVs _ Other Wetlands
e. Will proposed culvert replace an existing culvert?NQV 13 19(1) Length of area to be excavated
Yes No DIVIS ION OF (2) Width of area to be excavates
If yes, COASTAL MANAGEMI?N?Frnount of material to be excavated in cubic
(1) Length of existing culvert yards
(2) Width of existing culvert
(3) Height of the top of the existing culvert above c. Will the placement of the proposed bridge or culvert
the MHW or NWL require any highground excavation?
(4) Will all, or a part of, the existing culvert be Yes y_ No
removed? (Explain) 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
f. Length of proposed culvert N/A yards
N/A
g. Width of proposed culvert
h. * Height of the top of the proposed culvert above the
MHW or NWL N/A
L Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
d. If the placement of the bridge or culvert involve:
any excavation, please complete the following:
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No _
If no, attach a letter granting permission front
the owner.
Revised 03195
„w, ??7'S?s$ .. ?? ? ..,.- - ?^xti:..'-•?=,5`t?::z?74c,•? :?.d??.: ??::?s _ T•4wr .4,x? ::? ?me:--??:::.?s??:...;:?.???.= a?,.?a-???:?T'-ML?Od?:ixyc..
Form DC,i?1-ti'IP-?
e.
(4) Will the disposal area be available for future
maintenance? Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes No
If yes, give dimension if different from No. 2
above:
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
b. Will the proposed project require the relocation of
any existing utility lines? Yes No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes _x No
If yes, complete Form DCM-MP-2
e. . How will excavated or fill material be kept on site
and erosion controlled? Standard N000T erosion
and sedimentation control measures, silt
fPnrP, si.,1t ditches, silt basins
Will the placement of the proposed bridge ?(r-N a of construction equipment will be used
result in any fill, (other than excavated (f pie, dragline, backhoe or hydraulic
described in Item d. above) to be placed i ! dredg ? Standard roadway construct? on..
_ Coastal. Wetlands - SAVs X Other .dsN?? j 3 j C, en t .
If Yes,
(1)- Length: of area to be filled 515 feet DIVISION OF
(2) Width of area to be filled 68 (f-ASTAL MAMAGWMMta'ds be crossed in transporting equipment
(3) Purpose of fill Roadwav fill to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
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
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of flil Roadway
4. GENERAL
a. Will the proposed project involve any mitigation?
_y- Yes No
If yes, explain in detail A mitigation plan is
beino preoared for the entire US 17
wi deninq oro_Ject .
No
75 feet
6, fppt
fill
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
AP4? ?tct ?
Date
Revised 03! 5

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J JUL 2 7 1995
DI'VIS1ON OF
COASTAL MANAGEMENT
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS i
ONSLOW CO. i
PROJECT: 6.269002T R-2406CB i
VERONA BYPASS
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR R. SAMUEL HUNT III
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
June 12, 1995 ;
Regulatory Branch l!. ii l 2 1,1995
U. S. Army Corps of Engineers
Wilmington Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
Dear Sir:
SUBJECT: Onslow County, Widening of US 17 from NC 50 in Holly Ridge to the
Existing 4-Lane Section South of Jacksonville, State Project No.
6.269002T, T.I.P. No. R-2406.
The North Carolina Department of Transportation (NCDOT) proposes to widen
US 17 in Onslow County from NC 50 in Holly Ridge to the existing four-lane section
south of Jacksonville, a distance of about 16.7 miles. The existing two-lane and three-lane
roadway is to be widened to a five-lane undivided and four-lane divided facility by
constructing additional lanes on the east side of US 17. An east side bypass of Verona on
new location is also proposed.
More specifically, the proposed design will retain the existing five-lane roadway
from NC 50 to the north Holly Ridge City limits, but will eliminate parking on the east
side. North of the Holly Ridge City Limits, the existing 33 foot wide pavement will be
widened to 60 feet to provide a five-lane roadway for 1.5 miles. The roadway will then
transition to a four-lane divided highway with a 46-foot median which will extend for 2.2
miles to Folkstone.
North of Folkstone, a four-lane divided highway with a 46-foot median will be
provided to south of Southwest Creek where the median will transition to 96 feet to match
the existing divided roadway section. This new divided section includes the bypass of
Verona. With the exception of the bypass, the existing two-lane roadway will be used for
southbound traffic and two new lanes will be constructed for northbound traffic. Most of
the existing pavement is 22 feet wide and will be widened to 24 feet prior to resurfacing.
Four feet of shoulder paving on the 12-foot outside shoulder and two feet of shoulder
paving on the six-foot inside shoulder is proposed on both the northbound and southbound
roadways.
N10
At-grade intersections are proposed at all NC routes and secondary roads. Three
grade separated crossings for military traffic will be provided between NC 210 and
Verona. Three bridges will be constructed on US 17 to carry traffic across the military
underpasses. Partial control of access is proposed on the four-lane divided portion from
1.5 miles north of Holly Ridge to just north of Verona. No control of access is proposed
on the remaining portions of the project.
US 17 is designated as an intrastate corridor and is the state's major north-south
route east of I-95. The 1995-2001 North Carolina Department of Transportation's
Transportation Improvement Program (TIP) has divided this project into four sections
(See Figure 1). Section R-2406A consists of the 7.5 mile section from NC 50 at Holly
Ridge to SR 1526 south of Dixon. Section R-2406B includes the 5.2 mile section from
SR 1526 near Dixon to SR 1119 south of Verona. Section R-2406CA, the "Verona
bypass", consists of a 1.7 mile section on new location from SR 1119 south of Verona to
US 17 north of Verona. Section R-2406CB extends an additional 2.6 miles from the end
of the Verona bypass to the existing four-lane section south of Jacksonville.
The potential environmental impacts of this project were studied in an
Environmental Assessment (EA) which was signed by the Federal Highway
Administration (FHWA) on July 23, 1993. A Finding of No Significant Impact was signed
by FHWA on July 5, 1994. These documents reviewed several alternatives considered for
the project. These alternatives included no-build, alternative modes of travel,
transportation management systems improvement, and six build alternatives. The six build
alternatives included widening to the east, widening to the west, a combination of east and
west side widening, and the bypass of Verona.
The six build alternatives were evaluated on the basis of constructability, costs, and
environmental impacts. The Preferred Alternative is a compromise alternative and has the
third lowest cost, the third lowest number of relocations, the least farmland impacts, and
the fourth lowest wetland impacts.
The three alternatives with lower estimated wetland impacts utilized the abandoned
railroad bed on the west side of US 17 which reduced the estimated amount of impact.
However, using the railroad bed for the highway right-of-way is considered undesirable
for two reasons. First, the Marine Corps plans to use the railroad bed as a tank trail in lieu
of constructing a new one. Construction of a tank trail on new location would result in a
net increase in wetland loss compared with the preferred alternative. In addition, the
AT&T fiber optic cable located under the railroad bed would have to be relocated
requiring extra expense and temporary interruption of service during relocation. The
Preferred Alternative has the least wetland impacts of the alternatives that do not use the
railroad bed.
The feasibility of widening US 17 through Verona was also investigated; however,
the community would be seriously disrupted by widening the highway to five-lanes with
curb and butters. Widening to the east would involve relocation of seven dwellings and
a s
two businesses. Widening to the west would require relocation of the Volunteer Fire
Department building, the Verona Free-Will Baptist Church, and three businesses. The
bypass around Verona was proposed to avoid the relocations and community disruption.
As discussed earlier, this project has been divided into four sections for design
purposes. These sections are itemized below:
Section Description Proposed
Let Date
R-2406A From NC 50 at Holly Ridge to SR 1526 south of Dixon July 1996
R-2406B From SR 1526 to SR 1119 south of Verona Oct. 1995
R-2406CA Verona Bypass August 1995
R-2406CB From Verona Bypass to existing four-lane section August 1995
A preliminary study of the wetland impacts was made to correlate wetland
community designations by the wetland impact site number in the permit drawings. Table 1
provides a summary of wetland community distribution for each section of the project.
Subsequent tables provide site-by-site community descriptors of all wetlands to be filled or
excavated by the project.
Table 1. Anticipated Wetland Community Impacts, R-2406
WETLAND COMMUNITY
PROJECT PEMI PEM2 PFO1 PF03 PF04 PSS1 TOTAL
R-2406A - 0.30 <3.19 - <14.95 0.54 <18.98
R-2406B - - 7.72 0.27 16.33 - 24.32
R-2406CA - - 0.43 0.72 6.06 - 7.21
R-2406CB - - 1.32 - 0.05 - 1.37
TOTALS - 0.30 <12.66 0.99 <37.39 0.54 <51.88
Notes: Values given for impacts are in acres (rounded to nearest hundredth); only
permanent impacts are reflected; the wetland community designations used are
defined as:
PEM 1: Palustrine Emergent Persistent
PEM2: Palustrine Emergent Nonpersistent
PFO1: Palustrine Forested Broadleaf Deciduous
PF03: Palustrine Forested Broadleaf Evergreen
PF04: Palustrine Forested Needleleaf Evergreen
PSS 1: Palustrine Scrub-Shrub Broadleaf Deciduous
Virtually all PFOI or PF04-coded wetlands in R-2406A and R-2406B are severely
modified powerline/roadway maintained rights-of-way. Only those sites which
extend into the tree line are undisturbed.
Table 2. Wetland Site Community Data, R-2406A
SITE NO. WETLAND COMMUNITY TYPE RATIO IMPACTS
I PF04 - <0.01
2 PF04 - 0.06
3 PF04 - 0.01
4 PFO1 - 0.02
5 PF04 - 0.52
6 PF04 - 0.17
7 PF04 - 0.21
8 PF04 - 0.23
9 PF04 - 0.40
10 PF04 - 0.08
11 PF04 - 0.03
12 PF04 - 0.12
13 PF04 - 1.05
14 PF04 - 0.12
15 PF04 - 0.03
16 PF04 - 0.02
17 PF04 - 0.05
18 PF04 - 0.11
19 PF04 - 0.17
20 PF04 - 0.06
21 PF04 - 0.24
22 PF04 - 0.10
23 PF04 - 0.28
24 PF04 - 0.32
25 PF04 - 0.06
26 PF04 - 0.03
27 PF04 - 0.11
28 PFO1 - <0.01
29 PF04/PSSI 50:50 1.08
30 PF04 - 0.02
31 PF04 - 0.06
32 PF04 - 0.05
TABLE 3. WETLAND SITE COMMUNITY SUMMARIES, R-2406A
SITE # PEM1 PEM2 PFO1 PF03 PF04 PSSI TOTAL
1 - - - - <0.01 - <0.01
2 - - - - 0.06 - 0.06
3 - - - - 0.01 - 0.01
4 - - 0.02 - - - 0.02
5 - - - - 0.52 - 0.52
6 - - - - 0.17 - 0.17
7 - - - - 0.21 - 0.21
8 - - - - 0.23 - 0.23
9 - - - - 0.40 - 0.40
10 - - - - 0.08 - 0.08
11 - - - - 0.03 - 0.03
12 - - - - 0.12 - 0.12
13 - - - - 1.05 - 1.05
14 - - - - 0.12 - 0.12
15 - - - - 0.03 - 0.03
16 - - - - 0.02 - 0.02
17 - - - - 0.05 - 0.05
18 - - - - 0.11 - 0.11
19 - - - - 0.17 - 0.17
20 - - - - 0.06 - 0.06
21 - - - - 0.24 - 0.24
22 - - - - 0.10 - 0.10
23 - - - - 0.28 - 0.28
24 - - - - 0.32 - 0.32
25 - - - - 0.06 - 0.06
26 - - - - 0.03 - 0.03
27 - - - - 0.11 - 0.11
28 - - <0.01 - - - <0.01
29 - - - - 0.54 0.54 1.08
30 - - - - 0.02 - 0.02
31 - - - - 0.06 - 0.06
32 - - - - 0.05 - 0.05
33 - - - - 0.61 - 0.61
34 - - - - 0.12 - 0.12
35 - - - - 0.22 - 0.22
:l< I I I I I n cc I I n cc

6
TABLE 4. WETLAND SITE COMMUNITY DATA, R-2406B
SITE NO. WETLAND COMMUNITY TYPE RATIO IMPACTS
1 PFO4 - 0.37
2 PFO4 - 0.55
3 PFO4 - 0.01
4 PFO4 - 1.12
5 PFO4 - 0.70
6 PFO4 - 2.95
7 PFO4 - 1.75
8 PFO4 - 0.25
9 PFO4 - 0.07
10 PFO4 - 1.00
11 PFO4 - 0.02
12 PF01 - 0.02
13 PFO4 - 1.32
14 PFO1/PF04 55:45 0.09
15 PFO1/PF04 30:70 2.11
16 PF01 - 2.46
17 PFOI - 0.22
18 PF04/PF01 80:20 3.63
19 PF01 - 2.53
20 PFO4 - 1.29
21 PFO4 - 0.05
22 PFO4 - 0.01
23 PFO4 - 0.56
24 PFO1 - 0.05
25 PFO3 - 0.27
26 PFO4 - 0.08
27 PFO4 - 0.19
28 PFO4 - 0.05
29 PFO4 - 0.02
30 PFO4 - 0.05
31 PFO4 - 0.07
32 PFO4 - 0.28
33 PFOI - 0.05
34 PFOI - 0.05
35 PF01 - 0.08
TOTAL IMPACTS R-2406B 24.32
Note: Values given for impacts are in acres (rounded to nearest hundredth); ratio denotes
approximate percentage of each community type at mixed-community sites.
a
TABLE 5. WETLAND SITE COMMUNITY SUMMARIES, R-2406B
SITE # PEM1 PEM2 PFO1 PF03 PF04 PSS1 TOTAL
1 - - - - 0.37 - 0.37
2 - 0.55 - 0.55
3 - 0.01 - 0.01
4 - 1.12 - 1.12
5 0.70 - 0.70
6 - - - - 2.95 - 2.95
7 - - - - 1.75 - 1.75
8 - - - - 0.25 - 0.25
9 - 0.07 - 0.07
10 - - - - 1.00 - 1.00
11 - - - - 0.02 - 0.02
12 - - 0.02 - - - 0.02
13 - - - - 1.32 - 1.32
14 - - 0.05 - 0.04 - 0.09
15 - - 1.48 - 0.63 - 2.11
16 - - 2.46 - - - 2.46
17 - - 0.22 - - - 0.22
18 - - 0.73 - 2.90 - 3.63
19 - - 2.53 - - - 2.53
20 - - - - 1.29 - 1.29
21 - 0.05 - 0.05
22 - - - - 0.01 - 0.01
23 _ - 0.56 - 0.56
24 - - 0.05 - - - 0.05
25 - - - 0.27 - - 0.27
26 - - - - 0.08 - 0.08
27 _ _ _ _ 0.19 - 0.19
28 - - - - 0.05 - 0.05
29 - - - - 0.02 - 0.02
30 - - - - 0.05 - 0.05
31 - - - - 0.07 - 0.07
32 - - - - 0.28 - 0.28
33 - - 0.05 - - - 0.05
34 - - 0.05 - - - 0.05
35 - - 0.08 - - - 0.08
TOTAL
R-2406B - - 7.72 0.27 16.33 - 24.32
Note: Values given for impacts are in acres (rounded to nearest hundredth).
x
8
TABLE 6. WETLAND SITE COMMUNITY DATA, R-2406C
PROJECT SIT
E
NO. WETLAND
COMMUNITY RATIO IMPACTS
R-2406CA 1 PF04 - 1.56
2 PF04 - 1.18
3A PF04/PFO1 50:50 0.06
3B PFOI - 0.40
3C PF04 - 1.60
4 PF03/PFO4 50:50 1.44
5 PF04 - 0.97
SUBTOTAL 7.21
R-2406CB 1 PF04 - 0.05
2 PFO1 - 0.20
5 PF01 - 0.32
8 PFOI - 0.80
SUBTOTAL 1.37
R-2406C TOTAL
IMPACTS 8.58
Note: Values given for impacts are in acres (rounded to nearest hundredth); ratio denotes
approximate percentage of each community type at mixed-community sites.
TABLE 7. WETLAND SITE COMMUNITY SUMMARIES, R-2406C
WETLAND COMMUNITIES
PROJECT SITE # PEM1 PEM2 PFO1 PF03 PF04 PSSI TOTAL
R-2406CA 1 - - - - 1.56 - 1.56
2 - - - - 1.18 - 1.18
3A - - 0.03 - 0.03 - 0.06
3B - - 0.40 - - - 0.40
3C - - - - 1.60 - 1.60
4 - - - 0.72 0.72 - 1.44
5 - - - - 0.97 - 0.97

1 suBTOT
AL
1 - - 0.43 0.72 6.06 - 7.21
R-2406CB 1 - - - - 0.05 - 0.05
2 - - 0.20 - - - 0.20
5 - - 0.32 - - - 0.32
8 - - 0.80 - - - 0.80
SUBTOT
AL - - 1.32 - 0.05 - 1.37
TOTALS - - 1.75 0.72 6.11 - 8.58
Note: Values given are in acres (rounded to nearest hundredth);
9
The entire project includes only two large stream crossings, both of which are
included in Section R-2406CB. In this section of the project, US 17 crosses Southwest
Creek over an existing bridge which was built in 1923. The width of roadway provided by
the bridge is 26 feet with a total length of 253 feet. This structure needs to be replaced
due to its age and deteriorated condition. Consequently, the project requires two new
bridges over Southwest Creek (see Sheets 7-10). Each bridge will provide a clear
roadway width of 38 feet to accommodate two travel lanes, a 10-foot outside shoulder,
and a four-foot inside shoulder. The two bridges will be constructed at a sufficient
distance apart to provide continuity of the roadway section which includes a 46-foot
median. The existing bridge will remain in use until the new northbound structure is
completed. Traffic will then be diverted to the new bridge and the existing southbound
bridge demolished and replaced.
Section R-2406CB also crosses Hicks Run using two double box culverts (2 at
9'x12' and 2 at 9'x10'). These two culverts will be extended to accommodate the
widened roadway as shown on Sheet 5.
In addition to these two major crossings, there are numerous pipe crossings
located along the entire R-2406 project which accommodate storm water. Those pipe
culverts are small and many empty into fields and forests located adjacent to the roadway.
The project will require the extension of most of these pipe culverts.
A wetland mitigation plan is being developed in cooperation with the United States
Marine Corps. The Marine Corps has had primary responsibility for developing this plan
and the NCDOT is continuing to assist the Marines. The plan is being coordinated with
the Corps of Engineers and other interested agencies as it is developed. More details of
this mitigation plan should become available this summer.
It is the NCDOT's position that the project as proposed utilizes the least-
damaging, most practicable alternative for the widening of US 17. Please initiate review
of this project for authorization under Section 404. If you need any additional
information, please contact me or Mr. Gordon Cashin at [phone].
oSincere, Vick, PE, Manager
Planning and Environmental Branch
HFV/gec
Attachments
cc: Mr. Scott McLendon, COE, Wilmington
Mr. John Dorney, NCEHNR, DEM
Mr. N. L. Graf, FHWA, attn: Mr. Roy Shelton
Mr. Kelly Barger, PE, Program Development Branch
Mr. Don Morton, State Highway Engineer - Design
Mr. A. L. Hankins, Hydraulics Unit
Mr. Tom Shearin, PE, State Roadway Design Engineer
Mr. D. J. Bowers, PE, Division 3 Engineer
a r
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 07f0-0003
(33 CFR 325) Expires 30 September 1992
Public reporting burden for this collection of information is estimated to average 5 hours per response for the majority of cases, including the time for reviewing instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Applications for larger or more complex
pr%jects, or those in ecologically sensitive areas, could take up to 500 hours. Send comments regarding this burden estimate or any other aspect of this collection of information,
inducting suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service, Directorate for Information Operations and Projects, 1215 Jefferson
Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget. Paperwork Reduction Project (07104M), Washington, DC 20503. Please
M NOT RETURN your completed form to either of time addresses. Completed application must be submitted to the District Engines having jurisdiction over the
kx:atlon of the proposed activity.
TAe Department of the Army pemut program is authorized by Section 10 of the Rivers and Hatbors Act of 1899, Section 404 of the Clean Water Act and Section 103 of the Marine,
Protection, Research and Sanctuaries AcL These laws require permits authorizing activities in or affecting navigable waters of the United States, the discharge of dredged or fill
material into waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Information provided on this form will be used
in evaluating the application for a permit Information in this application is made a matter of public record through issuance of a public notice. Disclosure of the information
requested is voluntary; however, the data requested are necessary in order to communicate with the applicant and to evaluate the permit application. It necessary Information is
rot provided, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings
and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be retumed.
1. APPLICATION NUMBER (fo be assigned by Corps) 3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT
Telephone no. during business hours

2. NAME AND ADDRESS OF APPLICANT
A/C ( ) (Residence)
N.C. Department of Transportation A/C( ) (Office)
P.O. Box 25201 Raleigh NC 27611
Statement of Authorization: I hereby designate and authorize

Attn: H. Franklin Vick, PE Manager to act in my
behalf as my agent in the processing of this permit application and to fumish,
P 1Ta Il flol r' g d a T c?'?`?e n hours
o n m e n t a 1 Branch
upon request, supplemental information in support of the application.
A/C ( ) (Residence) SIGNATURE OF APPLICANT DATE
A/C (9 19) 728 31:44: (Office)
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY '
4a. ACTIVITY
Widening of US 17 from NC 150 at Holly Ridge to existing four-lalne section
south of Jacksonville, Pender County, North Carolina. Includes a bypass
of Verona on new location.

4b. PURPOSE
Public highway

4c. DISCHARGE OF DREDGED OR FILL MATERIAL
See cover letter and attached plan sheets
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R-2406
BEGIN PROJECT
NC. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
6.269002T (R-2406)
US. 17 FROM NC.50 AT HOLLY
RIDGE TO FOUR LANE SECTION
SOUTH OF JACKSONVILLE
l72 G
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Neu• River Inlet
IReai I aeoch A,-,
Onslow Beach
aewh A-
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END PROJECT " R-2406CA
BEGIN PROJECT .. , \
END PROJECT
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END PROJECT
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END PROJECT
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SCALE
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FrI
0.5 1 MILE
SCALE FOR ENLARGEMENTS
NC. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
6.269002T (R-2406)
US. 17 FROM NC.50 AT HOLLY
RIDGE TO FOUR LANE SECTION
SOUTH OF JACKSONVILLE

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DIVISION OF HIGHWAYS
.41 Fir X:'---- - - - ONSLOW COUNTY
6.269002T (R-2406A)
US17 FROM NORTH 0F,NC50 AT HOLLY
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o DIVISION OF HIGHWAYS
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N W 6.269002T (R-2406A)
°o z US17 FROM NORTH OF NC50 AT HOLLY
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FILL IN IMPACTED
SITE PROJECT STATI ON WETLANDS WETL ANDS

---------
----------
------
------ (AC) (AC)
---------------------
-

1
112+00(L)
0.002 -
---
0.000
2 126+00(R) 0.064 0.000
3 128+00(R) 0.009 0.000
4 129+00(R) 0.000 0.022
5 135+00 - 165+00 (L) 0.000 0.524
6 135+00 - 141+00 (R) 0.169 0.000
7 147+00 - 154+90 (R) 0.204 0.011
8 155+00 - 164+00 (R) 0.228 0.000
9 164+50 - 176+00 (R) 0.403 0.000
10 165+20 - 169+10 (L) 0.000 0.082
11 169+40(L) 0.000 0.032
12 171+00 - 177+50 (L) 0.000 0.119
13 178+20 - 229+10 (L) 0.000 1.049
14 178+40 - 184+00 (R) 0.119 0.000
15 184+20(R) 0.025 0.000
16 185+60(R) 0.019 0.000
17 186+60(R) 0.049 0.000
18 188+80 - 193+00 (R) 0.105 0.000
19 193+20 - 200+60 (R) 0.165 0.000
20 201+60 - 204+00 (M) 0.058 0.000
21 204+40 - 213+00 (M) 0.235 0.000
22 213+40 - 216+90 (M) 0.104 0.000
23 217+00 - 232+50 (M) 0.282 0.000
24 229+60 - 250+00 (L) 0.000 0.316
25 232+80(M) 0.060 0.000
26 236+80 - 238+00 (M) 0.025 0.000
27 238+80 - 244+00 (M) 0.111 0.000
28 244+70(R) 0.001 0.000
29 247+00 -2 60+90 (M-R) 0.993 0.089
30 256+00(L) 0.000 0.016
31 261+00 - 265+90 (L) 0.000 0.058
32 267+20(L) 0.000 0.049
33 270+60 - 307+00 (L) 0.000 0.612
34 270+60 - 273+20 (M) 0.121 0.000
35 276+00 - 281+05 (M) 0.218 0.000
36 284+00 - 308+00 (M) 0.653 0.000
37 312+00 -3 15+00 (M-R) 0.075 0.008
38 312+00(R) 0.008 0.000
39 315+60 - 385+85 (L) 0.000 1.409
40 318+20 - 325+30 (R) 0.701 0.028
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
6.269002T (R-2406A)
US17 FROM NORTH OF NC50 AT HOLLY
RIDGE TO SOUTH OF SR1526 NEAR DIXON
SCALE AS SHOWN
SHEET q3 OF /00

I FILL IN IMPACTED
SITE PROJECT STATION WETLANDS WETLANDS

----------
--------------------- (AC)
---- (AC)

41
325+80 - 354+00 (M) ---------
1.467 -------------
0.000
42 354+40(R) 0.207 0.000
43 356+60 - 359+05 (M) 0.042 0.000
44 357+00(R) I 0.000 0.004
45 360+00 -415+50 (M-R) 5.313 I 0.016
46 390+00 - 444+60 (L) I 0.000 0.960
47 416+00 - 421+00 (M) I 0.136 0.000
48 424+20(R) 0.015 0.000
49 429+20 - 450+00 (M) 0.436 0.000
50 445+00 - 450+00 (L) 0.000 0.089
51 470+30(M-R) 0.(000 0.032
52 471+00(L) 0.000 0.011
TOTAL 13AZA 5.536
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
6.269002T (R-2406A)
US 17 FROM NORTH OF NC50 AT HOLLY
RIDGE TO SOUTH OF SR1526 NEAR DIXON
SCALE AS SHOWN
SHEET q4 OF 100
} ti
SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT
NO. OWNER ADDRESS
11 _
GORDAN D. OTTAWAY RT. 1 BOX 415
HOLLY RIDGE, NC 28445
13 HERMAN G. ALBERTI P.O. BOX 215
HOLLY RIDGE, NC 28445
14 MURRAY E. FISHER P.O. BOX 65
HOLLY RIDGE, NC 28445
15 DANNY LEE OTTAWAY, et al 10401 CHAPEL HILL RD.
MORRISVILLE, NC 27650
16 MILTON D. LEVINE 252 PINE HAMMOOK RD.
SNEADS FERRY, NC 28460
17 WESTMINSTER CO. P.O. BOX 1167
JACKSONVILLE, NC 28540
18 ERNEST F. GROTZINGER
19 HOLLY RIDGE ASSOC. P.O. BOX 1167
JACKSONVILLE, NC 28540
LOIS BARKER 3813 WILSHIRE BLVD.
WILMINGTON, NC 28403
21 ROBERT U. MCCREE P.O. BOX 56
HOLLY RIDGE, NC 28445
22 THOMAS W. MCCREE, JR. P.O. BOX 56
HOLLY RIDGE, NC 28445
23 JAMES J. MCCREE 910 CEDAR LANE
SEA BROOK, TX 77586
24 LULA ELEANOR HALL P.O. BOX 56
HOLLY RIDGE. NC 28445
4

SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT
NO. OWNER ADDRESS
25 U.S. GOVERNMENT
26 JAMES BELTA, et la 128 BAYBERRY LANE
WEST PORT, CT 06880
27 E. C. BRINKLEY, JR., et la 5730 MARKET STREET
WILMINGTON, NC 28405
28 MELVIN STRICKLAND, et la 3060 MEADOWBROOK DR.
CLEMMONS, NC 27012
29 WESTMINSTER CO. P.O. BOX 1167 !-
JACKSONVILLE, NC 28540
30 LIONEL M. YOW 1933 CHURCHILL DR.
WILMINGTON, NC 28403
31 (UNKNOWN)
32 LARRY GEDDIE BOX 306
MCCOLL, SC 29570
33 CHARLES L. LOLLAR RT. 2 BOX 236A
MOORESBORO, NC 28114
34 MURPHY C. ANDERSON, JR. 30 SPRING STREET
SOMERSET, NJ 08873
35 MABEL L. KELLUM 203 HALLTOWN RD.
JACKSONVILLE, NC 28546
36 LLOYD H. BASS 109 1 /2 FAYETTEVILLE
CLINTON, NC 28328
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
6.269002T (R-2406A)
US17 FROM NORTH OF, NC50 AT HOLLY
RIDGE TO SOUTH OF SR1526 NEAR DIXON
SCALE AS SHOWN
SHEET 9& OF I
a
SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT
NO. OWNER ADDRESS
37 FRED MAROON, et ux BOX 1056
WLISON, NC 27893
38 RONNIE L. HENDERSON 1717 LEJEUNE BLVD.
JACKSONVILLE, NC 28540
39 HOWARD D. MERRIT 1600 WELLONS AVE.
DUNN, NC 28334
40 M. F. BOSTIC
41 HUGH D. MERRITT BOX 528
HOLLY RIDGE, NC 28445
42 GORDAN D. OTTAWAY RT. 1 BOX 415
HOLLY RIDGE, NC 28445
43 JAMES D. COLE RT. 2 BOX 382R
HOLLY RIDGE, NC 28445
44 KENNETH A. HALL, et ux RT 2 BOX 382M
HOLLY RIDGE, NC 28445
45 PEGGY J. STALBRINK 8808 WEST 1850 SOUTH
LACROSSE, IN 46348
46 OSCAR SHELTON, et ux 1575 RIDGEWAY STREET
OCEAN SIDE, CA 92054
47 RONALD R. BYRD RT. 2 BOX 382
HOLLY RIDGE, NC 28445
48 DAVID L. LOLLAR 812 ASCOT LANE
RALEIGH, NC 27615
a
SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT
NO.
OWNER
ADDRESS
49 JAMES F. GRAHAM, et ux R R# 1 BOX 268A
LERNA, IL 62440
50 JOHN F. BURTON, et ux P.O. DRAWER 1475
KINSTON, NC 28503
51 MARIE N. COURIE, et vir 400 MONEY ISLAND DR.
ATLANTIC BEACH, NC 28512
52 GORDAN D. OTTAWAY RT. 1 BOX 415
HOLLY RIDGE, NC 28445
53 JOANNE FILLIPPO 2221 BUTTONWOOD
BERWYN, PA 19312
54 JOHN PAUL TULLY RT. 4 BOX 198L
JACKSONVILLE, NC 28540
55 JOHN F. BURTON, et ux P.O. BOX 1533
KINSTON, NC 28503
56 LEE A. MOORE, et ux P.O. BOX 507
SNEADS FERRY, NC 28460
57 BEVERLY LOLLAR 812 ASCOT LANE
RALEIGH, NC 27615
58
BRIAN C. MYERS, et al
a
SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT
NO. OWNER ADDRESS
59 WALTER S. KASPRUNK, et ux 32 MARSHALL RIDGE RD.
NEW CANAAN, CT 06840
60 ALSTON BURKE 1022 HWY 17 N
HAMPSTEAD, NC 28443
61 ELMER D. ANDERSON, et ux P.O. BOX 413
HOLLY RIDGE, NC 28445
62 JAMES W. ANDERSON, et ux RT. 1 BOX 415
HOLLY RIDGE, NC 28445
63 CHARLES M. LOLLAR 6059 RIVER CRES 1
NORFOLK, VA 23505
64 KYLE L. ROBERTS P.O. BOX 345
HOLLY RIDGE, NC 28445
65 LESLIE E. BUXTON P.O. BOX 381
HOLLY RIDGE, NC 28445
66 BILLY F. FORD P.O. BOX 2624
SURF CITY, NC 28445
67 JOHN EVANCHIK, et ux RT. 2 BOX 377
HOLLY RIDGE, NC 28445
68 BILLY J. FORD, et ux P.O. BOX 2624
SURF CITY, NC 28445
69 ZOLTON SZUCH RT. 2 BOX 343
HOLLY RIDGE, NC 28445
70 MARY BELL WILLIAMS P.O. BOX 3209
TOPSAIL BEACH, NC 28445
i
SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT
NO.
OWNER
ADDRESS
71 STUART H. BROWN, et of 218 WOODLAWN DR.
PANAMA CITY, FL 32407
73 JONES ONSLOW ELECTRIC CORP. 259 WESTERN BLVD.
JACKSONVILLE, NC 28540
74 LEONARD W. HOBBS RT. 2 BOX 375
HOLLY RIDGE, NC 28445
75 ERTLE D. CARLYLE 7900 WILMINGTON fHWY
HOLLY RIDGE, NC 28445
77 DAVID L. PARKER RT. 2 BOX 277 P
HOLLY RIDGE, NC 28445
78 ADELAINE K. SIMS 105 OLD FOLKSTONE RD.
HOLLY RIDGE, NC 28445
80 RUTH D. WHITE 228 GEORGETOWN RD.
RALEIGH, NC 27608
84 CHARLES BONESTELL, et ux RT. 2 BOX 335
HOLLY RIDGE, NC 28445
85 INTERNATIONAL PAPER CO. 25 N. KERR AVE.
WILMINGTON, NC 28405
4
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
SCALE 6.269002T (R-240613)
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SCALE AS 'SHOWN
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DIVISION OF HIGHWAYS
ONSLOW COUNTY
6.269002T (R-24066)
PROPOSED WIDENING OF US 17 FROM
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SR 1119 SOUTH OF VERONA
SCALE AS SHOWN

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DIVISION OF HIGHWAYS
ONSLOW COUNTY
iooo o 1000 2000 3000 4000 FEET 6.269002T (R-24066)
PROPOSED WIDENING OF US 17 FROM
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PROPOSED WIDENING OF US 17 FROM
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6.2690027 (R-24068)
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TOTALS: 22.38

FILL EXC.AVAT10N
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SHEET 77 OF 713
EXCAVATIO"i
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WATERS El L. EXCAUTIO,N
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--------------------------------
:.U 2':1
I889 235
-------------------------------
283 2IA054 2197
4
PROPERTY OWNERS
NAME
:.1. USMC
2. LAWRENCE C. REINHOLD
3. ONLSOW COUNTY BOARD OF EDUCATION
4. STATE OF NORTH CAROLINA
ADDRESS
COMMANDER GENERAL, MARINE CORPS BASE
PSC BOX 20004, CAMP LEJEUNE, NC 28542-0004
ROUTE 2, BOX 323, HOLLY RIDGE, NC. 28445
200 BROADHURST RD.., JACKSONVILLE, NC 28540
P.O. BOX 25201, RALEIGH, NC 27611
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
6.269002T (R-24066)
PROPOSED WIDENING OF US 17 FROM
SOUTH OF SR 1526 AT DIXON TO
SR 1119 SOUTH OF VERONA
SCALE AS SHOWN
SHEET 78 OF 75 JUNE 199

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DIVISION OF HIGHWAYS
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SUMMARY REPORT
SITE STATION FILL IN FILL IN
WETLANDS SURFACE WATER
(ACRES) (ACRES)
I 68+70 TO 74+70 - Ll - 1.56
11 80+00 TO 83+50 - Ll - 1.18

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2.06
0.04
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V 117+10 TO 119+50 0.97
AND 125+00 -Ll -
TOTAL (ACRES) 6.31 0.04
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
PROJECT 6.269002T R-2406CA
VERONA BYPASS
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VICINITY MAP
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SCALE0 MILES OW INCH EQUALS APMOt 13 MRES PROJECT 6.269002T R-2406CB
SCAM( OF KILOMETERS OII( INCH EQUALS AMRC& 21 MILOMETER , WIDENING O F U.S. 17
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WIDENING OF U.S. 17
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PROJECT 6.269002T R-2406CB
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STRUCTURE TYPE WETLANDS SURFACE MATERS
TYPE (ACRES) (ACRES)
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J 20+00 -Y3- FILL 26
1 II 21+00- EXTEND NATAIDE .200 0
130+50 -L- FILL 26
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245+00 A - 1170' 404 .804 0
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26

TOTAL FILL
IN WETLANDS
(ACRES) -------
1.374 -------
.046

N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
PROJECT 6.269002T R-2406CB
WIDENING OF U.S. 17
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX 25201, RALEIG Ii. N.C. 27611-5201
November 9, 1995
Ms. Janet Russell
N. C. Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Dear Ms. Russell:
RECEIVED
NOV 13 1995
ENVIRONMENTAL SCIENCES
nll
GARLAND B. GARRETT JR.
SECRETARY
SUBJECT: Onslow County, Widening of US 17 from NC 50 in Holly Ridge to the
Existing 4-Lane Section South of Jacksonville, State Project No.
6.269002T, T.I.P. No. R-2406.
On July 24, 1995, the North Carolina Department of Transportation (NCDOT)
applied for a Coastal Area Management Act Major Development Permit for the
construction of two new bridges over Southwest Creek on US 17 south of Jacksonville.
The NCDOT received a letter from your office dated August 28, 1995 which requested
additional information on seven items to complete the permit application. This requested
information is provided below:
1. Southwest Creek wetlands
Wetlands at the Southwest Creek crossing support a variety of plant species. The
major impact at this site affects forested wetlands. A mature swamp forest community is
found along both banks of Southwest Creek. This forest includes such canopy species as
water hickory (Ca rya aquatic ), green ash (Fraxinus pennsvlvanica), willow oak ( uercus
hi3 ellos), reed maple (Aces ru rum), and river birch ( etula nigra). The area of impact on
this community is shown in the hatched areas on sheets 2, 4, and 5. These sheets also
show the existing treeline.
The site also includes the open water habitat in Southwest Creek, fringes of
emergent vegetation, and scrub/shrub areas in the powerline and waterline right of ways.
Observed emergent wetland vegetation includes such species as arrow arum (Peltandra
virginica), pickeralweed (Pontedaria cordata) and Polvponum sp. These areas will be
bridged by the proposed project.
36-011
2
2. The bridge has scuppers to allow storm water to drain through the structure.
These consist of 6 inch holes at the edge of the bridge spaced on 12 foot centers. This is a
standard design feature to prevent the accumulation of stormwater on the bridge.
3. The purpose of the wetland fill is to accommodate the design of the proposed
project. The purpose, need, and alternatives analysis for the project were discussed in
detail in the environmental documentation phase of the project. The NCDOT believes that
the proposed design reflects the least damaging, most practicable alternative. A copy of
the environmental documents for the project are being provided for your information.
4. This item fisted five revisions to the permit application form. Enclosed you will
find a new application form containing these revisions.
W-1 l.c. The application form has been revised to reflect this comment.
MP -1 3.a.
MP-1 2.d. "
MP-5 1.1 The navigable opening will be slightly reduced because the low steel of
the new bridge will be 0.3 feet lower than the existing sewer line. However, the low steel
of the bridge will still be 9 feet above OHW. There is a bridge 1.1 miles downstream of
the US 17 crossing which is only 1.8 feet above the normal water surface. There is also a
railroad bridge 1.7 miles downstream that is 3 feet above the normal water surface.
MP-5 3.g. Mr. Gordon Cashin discussed this item with you in detail. You
requested that we provide the area of upland fill within 75 feet from mean high water. An
estimated 0.11 acres of upland will be filled within this zone. The dimensions have been
included on the attached form.
5. The NCDOT is currently negotiating with the United States Marine Corps to
develop a written agreement regulating the use of their mitigation site at Great Sandy Run.
The development of this agreement has been delayed due to revisions in the wetland
impacts of the project. However, since the impact amounts have been finalized, it is
expected that this agreement will also be finalized soon.
6. Yes. '
7. The potential environmental impacts of this project were studied in an
Environmental Assessment (EA) which was signed by the Federal Highway
Administration (FHWA) on July 23, 1993. A Finding of No Significant Impact was signed
by the FHWA on July 5, 1994. This information was provided to you in our July 24, 1995
letter transmitting our application. Both of these documents were completed in
3
compliance with the National Environmental Policy Act, which supersedes the N.C.
Environmental Policy Act in matters of documentation. This compliance is required to
obtain the approval and signature of the FHWA.
This completes the additional information requested in your letter of August 28,
1995. Please continue to review this project for authorization under the Coastal Area
Management Act. If you have any questions, or need any additional information please
contact Mr. Gordon Cashin at [phone], Extension 315.
Sincerely,
H. Franklin Vick, PE, Manager
Planning and Environmental Branch
HFV/plr
cc: Mr. John Parker, NCEHNR, Coastal Management
Mr. Scott McLendon, COE, Wilmington
Mr. John Dorney, NCEHNR, DEM
Mr. N. L. Graf, FHWA, attn: Mr. Roy Shelton
Mr. Kelly Barger, PE, Program Development Branch
Mr. Don Morton, State Highway Engineer - Design
Mr. A. L. Hankins, Hydraulics Unit
Mr. Tom Shearin, PE, State Roadway Design Engineer
Mr. D. J. Bowers, PE, Division 3 Engineer
x or7TI DC ?1' fl '1
IT
P
-I, - lp
E-W
]P? 11C
(To be completed by all applicants)
b. City, town, community or landmark
Verona
1. APPLICANT
c. Street address or secondary road number
US 17
a. Landowner: -"
Name N. C. Dept. of Transportation
Address P. 0. Box 25201
City Raley ah State NC
Zip 27611 Day Phone
Fax [phone]
b. Aud%orized Agent:
[phone]
Name
Address
City State
Zip Day Phone
Fax
% Project name (if any) R-2406, US 17
Southwest Creek Bridge Rep?krewnt
NOTE. Permit w& be issued in name of landowner(s), mud/or
projea name.
?. LOCATION OF PROPOSED
PROJECT
County . Onslow
d. Is proposed work within city limits or planni:
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. riv(
creek, sound, bay) Southwest Creek
3. DESCRIPTION AND PLANT4 EED US EE
OF PROPOSED PROJECT
a. List all development activities you propose (e
building a home, motel, marina, bulkhead, pier,
excavation and/or filling activities.
Construction of tm new bridgps over
Southwest Creek.
b. Is the proposed activity maintenance of an exis•
project, new work, or both? Both
c. Will the project be for public, private or commer
use? Public
d. Give a brief description of purpose, use, method
construction and daily operations of prop<
project. If more space is needed, please at
additional pages. Public roadway.
'etii?d 03?!m;
i
Form DCIh140-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above M1-1W or
NWL N/A
d. Soil type(s) and texture(s) of tract
Sand
e. Vegetation on tract Swamp Forest
f. Man-made features now on tract 2-lane
highway and bridge
g. What is the CAMA Land Use Plan land
classification of the site? (consult the local land use plan.)
Conservation X Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
Developed/Transition
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(attach zoning compliance cerrificate, if applicable)
J. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom?. NCDOT Archaeologists
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
(Aaach documentction, if available)
i
Ztvked (13;09
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, industriallcommercial effluent, "wash
down" and residential discharges.) Roadway
runoff
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL 1rNFORMATION
In addition to the completed application form, tl:
following items must be submitted:
® A copy of the deed (with state application only) c
other instrument under which the applicant claims tit;
to the affected properties. If the applicant is nc
claiming to be the owner of said property, the
forward a copy of the deed or other instrument und:
which the owner claims title, plus written permissic
from the owner to carry out the project.
An accurate, dated worst plat (including plan vie
and cross-sectional drawings) drawn to scale in blac
ink on an 8 1/2" by I1" white paper. (Refer
Coastal Resources Commission Rule 71.0203 for
detailed description.)
Please note that original drawings are preferred ar
only high quality copies will be accepted. BIue,4i
prints or other larger plats are acceptable only ifs
adequate number of quality copies are provided `
applicant. (Contact the U.S. Army Corps
Engineers regarding that agency's use of larg
drawings.) A site or location map is a part of p:
requirements and it must be sufficiently detailed
guide agency personnel unfamiliar with the area to t
l ?
'corm DCN1-tifP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certification, if one is necessary.
a A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as.proof that such owners
have receivers 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 U. S. Marine-
Corps-Address FAS DEP USMC '
Phone Camp Lejeune, Jacksonville, NC 28542
Name Roosevelt Dauaherity
Address Roi,te 3, Box 329AA
Phone Jacksonville, NC 28540
Name Eastern Prooerties, Inc.
Address Manns Deoartment Stone
Phone Whitevil.le, NC 28472
o A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
92
13 A check: for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
® A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
b. CERTIFICATION AND PEMNUSSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant. permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of 19 9 S
Print Name f1
Signature
Zanaowrer or Awhori:ed 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
V DCM MP-5 Bridges and Culverts
DCM MP-b Marina Development
NOTE: Please sign and dare each attachment in the
space provided at the bottom of each form.
Revised 03195
Form DCN1-11P--
'A 1\1D
-BPRIDi'GE?n?4
CULY E. Rl- IT b"'
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public X Private
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
g. Length of proposed bridge 305 & 300 feet. ao;
h. Width of proposed bridge 38' . each bridge
i. Height of proposed bridge above wetlands
Varies, see sheets 6 and 7
b. Type of bridge (construction material)
Concrete
j. Will the proposed bridge affect existing water flow?
Yes y_ No
If yes, explain
c. Water body to be crossed by bridge
Southwest Creek
d. Water depth at the proposed crossing at MLW or
N'WL Varies from 0-- 10 feet
k. Navigation clearance underneath proposed bridge
9 feet
e. Will proposed bridge replace an existing bridge?
x Yes y No
If yes,
(1) Length of existing bridge 253 feet
(2) Width of existing bridge ?R f=01-
(3) Navigation clearance underneath existing
bridge 10 feet
(4) Will all, or a part of, the existing bridge be
removed? (Explain) All
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of t:he top of the existing culvert above
the MHW or MYVL N/A
1. Will the proposed bridge affect navigation bt
reducing or increasing the existing navigablC
opening? X_ Yes No
If yes, explain Navigational clearance will
be reduced by 0.3 feet.
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 Guar
concerning their approval?
Yes X No
If yes, please provide record of their action.
Re+iiced 03:'?5
Form DCM-:11P-a
?. CULVERTS
a. Water body in which culvert is to be placed
N/A
b. Number of culverts proposed N/A
c. Type of culvert (construction material, style)
N/A
d. Will proposed culvert replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert N/A
N/A
g. Width of proposed culvert
h.' Height of the top' of the proposed culvert above the
INUIW or NWL N/A
i. Will tbe;proposed culvert affect existing water flow?
Yes No
If yes, explain
j. Will the proposed culvert affect existing navigat
potential? Yes - No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culve
rewire any excavation below the MEW 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 cul
yards
b. Will the placement of the proposed bridge or cult'
require any excavation within:
Coastal Wetlands - SAVs _ Other Wetlar:
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in eui
yards
c. Will the placement of the proposed bridge or cult'
require any high-round excavation?
Yes y_ No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cu
yards
d. If the placement of the bridge or culvert invol
any excavation, please complete the following:
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No -
If no, attach a letter granting permission ft
the owner.
Rei iced 03195
` C
Fo - - DCM-AfP-5
(4) Will the disposal area be. available for future
maintenance? - Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes No
If yes, give dimension if different from No. 2
above.

e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
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 515 feet
(2) Width of area to be filled 68 feet
(3) Purpose of fill Roadway fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 7r, fit
(2) Width of area to be filled 5 fast
(3) Purpose of fill Roadway i
4. GENERAL
a. Will the proposed project involve any mitigation?
4_ Yes No
If yes, explain in detail A mitigation plan is
beino preoared for the entire US 1
widening oro_tect.
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail-
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-tifP-2
e. How will excavated or fill material be kept on site
and erosion controlled? rStF;ndard C(V DOT erosio
and sedimentation control measures, sil
cnro, silt ditches, silt basins
f. What type of construction equipment will be used
(for example, dragline, backhoe or - hydraulic
dredge)? Standard roadway construction
equipment.
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?
Yes X No
If yes, explain in detail
rtt N `
APP
Data Revised 031?5

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF July 20, 1995
Regulatory Branch
Action ID No. 199303731
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
Enclosed is the application of the North Carolina Department of
Transportation requesting Department of the Army authorization and State Water
Quality Certification to fill approximately 52 acres wetlands in Onslow
County, North Carolina to widen existing US Highway 17 from Holly Ridge to
Jacksonville.
Your receipt of this letter verifies your acceptance of a valid request
for certification in accordance with Section 325.2(b)(ii) of our
administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a request for certification is a reasonable time for State
action. Therefore, if you have not acted on the request, or asked for an
extension of time, by September 20, 1995, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Scott McLendon, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
e Wri t
1,hie Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
M
3i c_
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N M
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za m
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Printed on IS Recycled Paper
q %Yy
RECEIVED
DEPARTMENT OF THE ARMY 1ppC
Wilmington District, Corps of Engineers JUL 2 4 77755
Post Office Box 1890
Wilmington, North Carolina 28402-1890 ENVIRONMENTAL SCIENCES
RR A n+rH
Action ID No. 199303731 July 20, 1995
PUBLIC NOTICE
The NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, C/O MR. H. FRANKLIN
VICK, POST OFFICE BOX 25201, RALEIGH, NORTH CAROLINA, 27611-5201, has applied
for a Department of the Army (DA) permit TO PLACE FILL MATERIAL IN
APPROXIMATELY 52 ACRES OF WETLANDS TO ALLOW THE WIDENING OF US HIGHWAY 17 FROM
NC HIGHWAY 50 AT HOLLY RIDGE TO THE EXISTING FOUR LANE SECTION OF US HIGHWAY
17, SOUTH OF JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA. PLANS ALSO INCLUDE
AN EASTERN BYPASS AROUND THE COMMUNITY OF VERONA.
The following description of the work is taken from data provided by the
applicant and from observations made during a site visit by a representative
of the Corps of Engineers. The North Carolina Department of Transportation
(NCDOT) proposes to widen the existing two and three lane facility to a five
lane undivided and four lane divided facility by constructing additional lanes
on the east side of the existing highway.
NCDOT proposes to retain the existing five lane road from NC Highway 50
to the north boundary of the Holly Ridge city limits but will eliminate
parking on the east side. North of the Holly Ridge City limits, the existing
33 foot wide pavement will be widened to 60 feet to provide a 5 lane roadway
for 1.5 miles. The roadway will then transition to a four lane divided
highway with a 46 foot median that will extend 2.2 miles to the Community of
Folkston e. North of Folkstone, a 4 lane divided highway with a 46 foot median
will be provided to south of Southwest Creek where the median will transition
to 96 feet to match the existing divided roadway section. This new divided
section includes the Verona bypass. The existing 22 foot wide pavement will
be widened to 24 feet and will include four feet of shoulder paving on the 12
foot outside shoulder and 2 feet of shoulder paving on the 6 foot inside
shoulder is proposed on both the north bound and south bound lanes. Partial
control of access is proposed on the four lane section of roadway from 1.5
miles north of Holly Ridge to the north side of Verona. No control of access
is proposed on the remaining portions of the project.
NCDOT also proposes to construct two new bridges across Southwest Creek
and to demolish the existing bridge. At Hicks Creek, plans show the extension
of the existing box culverts under the new travel lanes. There is also a
proposed relocation of approximately 500 feet of stream channel where the
proposed roadway crosses Hicks Creek. Pipe culverts are proposed at all
other crossings. NCDOT has identified 98 individual wetland sites that will
be adversely impacted by the proposed project ranging in size from less than
0.01 acre to approximately 3.6 acres. According to the. application,
approximately 52 acres of wetlands will be filled or excavated by the proposed
project.
The majority of project area wetlands are located in the existing power
line and roadway right-of-way and are mowed on a regular basis. Habitat types
in these areas include stream head pocosin, wet pine (mineral) flat woods, and
pocosin. These areas are seasonally saturated to the surface and located on
broad flats along interstream divides. Although the majority of the overstory
has been removed, representative species include longleaf pine (Pinus
palustris), pond pine (Pinus serotina), loblolly pine (Pinus taeda), redbay
(Persea borbonia), loblolly bay (Gordonia lasianthus), and sweetbay (Macmolia
virainiana). Understory species include gallberry (Ilex crlabra), fetterbush
(LVOnia lucida), huckleberry (Gavlussacia frondos a), giant cane (Arundinaria
cricrantea) , broomsedge (Androyoaon crlomeratus) , and wire grass (Aristides
strict a).
-2-
The majority of the hydric soils that will be impacted by the proposed
project include Leon and Murville fine sands on interstream divides; at lower
landscape positions and along stream corridors, Torhunta fine sandy loam and
Muckalee loam are present. Stream systems that will be impacted by the
proposed project are typical of low gradient coastal plain (blackwater)
streams although many have been channelized for short distances away from the
existing roadway. Remaining vegetation consists primarily of red maple (Acer
rubrum), tulip poplar (Liriodendron tulipifera) , and sweet gum (Liauidambar
stvraciflua).
According to the application, wetland impacts by community type are as
follows:
Community Type
Acres
Palustrine Emergent Nonpersistent 0.30
Palustrine Forested Broadleaf Deciduous <12.66
Palustrine Forested Broadleaf Evergreen 0.99
Palustrine Forested Needleleaf Evergreen <37.39
Palustrine Scrub Shrub Broadleaf Deciduous 0.54
A complete mitigation plan for this project has not been received as of
this date, however, NC DOT is working in cooperation with the United Sates
Marine Corps at Camp Lejeune to develop a suitable plan.
Detailed plan sheets showing the location and extent of work occurring in
wetlands may be examined in the Wilmington Regulatory Field Office of
Wilmington District Corps of Engineers at 69 Darlington Avenue, Wilmington,
North Carolina, 28402.
The applicant has determined that the proposed work is consistent with
the North Carolina Coastal Zone Management Plan and has submitted this
determination to the North Carolina Division of Coastal Management (NCDCM) for
their review and concurrence. This proposal shall be reviewed for the
applicability of other actions by North Carolina agencies such as:
a. The issuance of a Water Quality Certification under Section 401 of
the Clean Water Act by the North Carolina Division of Environmental Management
(NCDEM) .
b. The issuance of a permit to dredge and/or fill under North Carolina
General Statute 113-229 by the North Carolina Division of Coastal Management
(NCDCM) .
c. The issuance of a permit under the North Carolina Coastal Area
Management Act (LAMA) by the North Carolina Division of Coastal Management
(NCDCM) or their delegates.
d. The issuance of an easement to fill or otherwise occupy State-owned
submerged land under North Carolina General Statute 143-341(4), 146-6, 146-11,
and 146-12 by the North Carolina Department of Administration (NCDA) and the
North Carolina Council of State.
e. The approval of an Erosion and Sedimentation Control Plan by the Land
Quality Section, North Carolina Division of Land Resources (NCDLR), pursuant
to the State Sedimentation Pollution Control Act of 1973 (NC G. S. 113 A-50-
66).
The requested Department of the Army (DA) permit will be denied if any
required State or local authorization and/or certification is denied. No DA
permit will be issued until a State coordinated viewpoint is received and
reviewed by this agency. Recipients of this notice are encouraged to furnish
comments on factors of concern represented by the above agencies directly to
the respective agency, with a copy furnished to the Corps of Engineers.

-3-
This application is being considered pursuant to Section 404 of the Clean
Water Act (33 U.S.C. 1344). Any person may request, in writing within the
comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this site is not registered property or property listed as being eligible for
inclusion in the Register. Consultation of the National Register constitutes
the extent of cultural resource investigations by the District Engineer, and
he is otherwise unaware of the presence of such resources. Presently, unknown
archeological, scientific, prehistorical, or historical data may be lost or
destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance with Executive Order
11988), land use, navigation, shore erosion and accretion, recreation, water
supply and conservation, water quality, energy needs, safety, food and fiber
production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the
placement of dredged or fill materials in waters of the United States, a
permit will be denied if the discharge that would be authorized by such permit
would not comply with the Environmental Protection Agencies' 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District Engineer
determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment (EA) and/or an Environmental
Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and
to determine the overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army (DA)
permit will not be made until the North Carolina Division of Environmental
Management (NCDEM) issues, denies, or waives State certification required by
Section 401 of the Clean Water Act.

-4-
The NCDEM considers whether or not the proposed activity will comply with
Sections 301, 302, 306, and 307 of the Clean Water Act. The application and
this public notice for the Department of the Army (DA) permit serves as
application to the NCDEM for certification.
The North Carolina Division of Environmental Management (NCDEM) plans to
take final action in the issuance of the Clean Water Act certification on or
after August 14, 1995.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management (NCDEM), 4401 Reedy Creek Drive,
Raleigh, North Carolina 27611-7687, on or before August 11, 1995, Attention:
Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Scott McLendon, until 4:15 p.m.,
August 18, 1995, or telephone [phone].
END PROJECT
BEGIN PROJECT p >,
END PROJECT ?.
BEGIN PROJECT
END PROJECT
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DIVISION OF HIGHWAYS
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110UMMUS olt[tI. EQUAISA"WX 13MUS PROJECT 6.269002T R-2406CB
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1 rqt If IWAI )0 1.40 ANONITIRS
- - - - - -
SHEET I OF 1L
-1 OF

V
August 1, 1995
Marsh Smith
568 Santee Rd.
Carthage, NC 28327-8980
John Dorney
NCDEM
4401 Reedy Creek Rd.
Raleigh, NC 27611-7687
Scott McLendon
US Army Corps of Engineers
PO Box 1890
Wilmington, NC 28402-1890
RF?F??FD
4110
04 /Y
??/R?Nry?NTgc S S
?? C/FNS
RE: NCDOT's road widening plans for Hwy 17 between Holly
Ridge and Jacksonville -- Action ID# 199303731
Dear John and Scott:
Let me see if I fully understand the public notice I recently
received from the Corps of Engineers -- on a non-water dependent
project the North Carolina Department of Transportation (NCDOT)
wants a section 404 permit to destroy 52 acres of wetlands and they
haven't even formulated a mitigation plan. Is that correct? I'll
proceed as if it is.
All of us know what an incredibly destructive project this is -- at
98 different sites NCDOT will either fill or excavate a total of 52
acres of wetlands (not to mention the areas neither filled nor
excavated that the project will adversely effect), 500 feet of
stream channel rerouted near the Hicks Creek crossing alone, and
Hicks Creek itself will get jammed through a box culvert rather
than being bridged. Despite having over $9 billion to spend
building new roads and a penchant for bragging on its sensitivity
to the environment, NCDOT fails to opt for less destructive bridges
in most instances with this project, choosing to fill and install
culverts instead. Yet they insist on placing a 46' wide median
strip down the middle of the 4-lane portions of this project. How
many additional acres of wetlands might NCDOT save by using more
bridges and a narrower median dividing the highway such as the one
on I-40 in the mountains near Asheville.
In light of this incredible destruction of natural resources, NCDOT
has supplied the Corps with neither a mitigation plan nor an
analysis of the cumulative effects of the secondary "growth" or
sprawl that this project will surely engeander. Not surprising for
our State government's equivalent of the out-of-control North
Carolina hog industry.
John Dorney & Scott McLendon
August 1, 1995
Page 2
NCDOT is famous for not doing its mitigation. Here in Moore County
the unnecessary 4-laning of 15-501, which destroyed over .9 acres
of wetlands, has yet to result in any wetland mitigation to my
knowledge. NCDOT enjoys equal renown for analyzing neither
secondary growth effects of their projects nor the cumulative
effects of a given project and the concomitant secondary growth.
Quite often secondary growth will obsolesce a highway "improvement"
that engeandered the secondary growth. I've never seen NCDOT's
limited access designation prevent this process, and, as a result,
I doubt that the Verona bypass will long provide improved
"convenience" for the motoring public. Seen a projected life
expectancy on it?
NCDOT must show that there is no [reasonable] alternative to
destroying the wetlands. In order to do that, one must evaluate
ways of moving people and goods without widening the road -- car
and van pools, buses, so-called "tele-commuting", increased
utilization of the nearby rail corridor for freight and commuter
service, bike facilities and pedestrian facilities. As your notice
states, "All factors which may be relevant to a proposal must be
considered including.... economics... land use... and the needs and
welfare of the people."
NCDOT has a certain fondness
dispersed population in many a
themselves to alternatives to
populations in prosperous Eur(
overly-intensive road system tl
Carolina -- the most extensive
nation. More importantly, much
latest project purports to
conceived NCDOT projects of the
single occupant vehicles for me
for claiming that the relatively
.reas of North Carolina do not lend
the car. Yet similarly dispersed
)pean countries do not require the
iat we continue to increase in North
state-maintained road system in the
of the low-density sprawl which this
verve owes its existence to ill-
past and NCDOT's over-dependence on
ving people from point A to point B.
Even with such a huge, unwieldy and destructive road system, NCDOT
has never done an objective study concerning what economic effect
more roads will have once such an extensive system already exists.
If NCDOT did, it would find out that -- as far as "the welfare of
the people" is concerned -- it doesn't matter if Hwy 17 has four
lanes or forty, at least for people who can't afford a car or who
can't drive. These people should be served by the transportation
alternatives that NCDOT shuns.
Please hold a public hearing on this permit request so that
participants can explore alternatives to this unnecessary road
building project. Additionally, a public hearing should elicit data
from NCDOT for the total number of wetlands effected by this and

John Dorney & Scott McLendon
August 1, 1995
Page 3
future, related projects so that cumulative impacts can be
evaluated. Finally, a public hearing should also elicit NCDOT's
predictions for secondary growth and the expected life of this
corridor in light of the predicted secondary growth effects.
Sincerely,
Mars Smith
cc:
Mark Cantrell, USFWS
Betty Lawrence, Esq.
w w
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS'
Po. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
CESAW-RG (1145b)

3 March 1998
MEMORANDUM FOR Commander, United States Marine Corps, Camp Lejeune,
AC\SEMD\Warren, PSC 20004, Camp Lejeune, NC 28542-0004
SUBJECT: Action ID No. 199303731, Department of the Army Permit
1. Reference the subject Department of the Army (DA) permit issued to the North Carolina
Department of Transportation (NCDOT) on 29 January 1997, for the discharge of fill material
into 76 acres of wetlands of the United States which are subject to our regulatory authority,
pursuant to the Clean Water Act, in order to widen US Highway 17 from a two-lane facility to a
four-lane facility between Holly Ridge and Jacksonville, in Pender and Onslow Counties, North
Carolina. Special Condition (c) of the subject permit required the NCDOT to provide an
approved compensatory mitigation plan to me no later than 30 January 1998. As you are aware,
I elected to delete all references to the Greater Sandy Run Mitigation bank in the permit due to
concerns my staff has over preservation of the mitigation bank property.
2. Through continued coordination with the United States Marine Corps, Camp Lejeune
(USMC), my staff has developed permit conditions that will satisfy our concerns relative to the
final disposition of the mitigation land, for this project only. I will therefore issue the attached
permit modification once an authorized representative of the USMC has executed it and returned
it to me.
3. Questions or comments may be directed to Dr. G. Wayne Wright, Chief, Regulatory Division,
at [phone] or Mr. Scott McLendon of my Wilmington Regulatory Field Office staff at
[phone].
Encl.
CF(w/encls):
N, Mr. John Dorney
Division of Water Quality
TERRY R. YOUNGBLUTH
Colonel, U. S. Army
Commanding
North Carolina Department of
Environment and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
CLIB __?
0-1

MODIFICATION OF DEPARTMENT OF THE ARMY PERMIT, Action ID 199303731,
Widen US Highway 17 between Holly Ridge and Jacksonville, Onslow County, North Carolina,
TIP R-2406
Department of the Army Permit 199303731 is hereby modified to delete Special Condition
(c.) and replace it with the following:
c. To compensate for 9.21 acres of hardwood wetland impacts, 26.2 acres of pocosin/pine
wetland impacts, and 40.4 acres of disturbed wetland impact, the permittee is responsible for the
following restoration/enhancement activities in the Greater Sandy Run mitigation area. The
enhancement/restoration work will provide certain system wide water quality and habitat
benefits to Big Shakey Swamp, Holly Shelter Creek and Juniper Swamp by restoring the natural
surface and groundwater discharge characteristics of headwater swamp and pocosin habitat
draining to these three swamp forest systems.
Mitigation shall be accomplished as follows:
(1) Forty-three (43) acres of the Big Shakey Swamp mitigation site shall be
hydrologically enhanced, as detailed in subparagraphs 2, 3 and 4, below.
(2) The location of the forty-three (43) acre mitigation area is as shown on Attachment A.
(3) The location of the Timber Check Dams is as shown on Attachment B.
(4) The timber check dams will be constructed as shown on Attachment C.
(5) One Hundred and thirteen (113) acres of drained pocosin in the Greater Sandy Run
mitigation site shall be hydrologically restored, as detailed in subparagraphs 6 and 7, below.
(6) The location of the one hundred and thirteen (113) acre mitigation site is as shown
on Attachment D.
(7) The ditch plugs will be installed as shown on Attachment E.
(8) All enhancement and restoration work at Big Shakey Swamp and the drained
pocosin shall be completed no later than July 1, 1998.
cl. The mitigation property will be maintained by the USMC in its natural condition, as
altered by the implementation of the mitigation plan, for so long as the property is owned by the
United States and under the control of the USMC. Prohibited activities within the mitigation
area specifically include, but are not limited to, the construction or placement of structures of
any kind; the discharge of dredged or fill material (including waste debris); excavation; the
cutting, removal or damage of any vegetation; and grading, leveling, or any other earth moving
activity. Training activities that occur within the mitigation area shall be restricted to foot traffic
only.
c2. In the event the United States sells, leases, or otherwise conveys any interest in the
mitigation property, or the USMC loses control of the mitigation property, the USMC will use
it's best efforts to have the property transferred to a conservation organization acceptable to the
Corps of Engineers, or subject the property to legally binding restrictions to be approved by the
Corps of Engineers, and as generally described in condition cl, above.
c3. The USMC will work with the Department of the Navy and the Department of the
Army in an effort to obtain the legal authority to agree to preserve mitigation property in
perpetuity. In the event such authority is obtained, the USMC shall preserve the mitigation
property in its natural state, as altered by the mitigation plan, in perpetuity, and shall not sell,
lease, or otherwise convey any interest in the property, except to a conservation organization
approved by the Corps of Engineers, or subject to legally binding restrictions as generally
described in condition b, above, approved by the Corps of Engineers.
c4. The mitigation property shall be incorporated into the Greater Sandy Run Mitigation
Bank, if and when the bank is established, and shall be subject to the restrictions and conditions
established pursuant to the approved Greater Sandy Run Mitigation Banking Instrument.
c5. Notwithstanding conditions c through c4 of this permit, in the event the USMC
executes this permit modification agreeing to perform conditions c though c5 of the permit on
behalf of the North Carolina Department of Transportation, the permittee shall be relieved of the
requirement to perform such conditions and any enforcement directives or actions taken as a
result of non-compliance with conditions c through c5 shall be taken against the USMC.
All other conditions of the referenced DA permit remain in full force and effect.
This permit modification is not effective until it has been executed by an authorized
representative of the USMC, in the space indicated below. I request that the executed
modification be returned to me. I will then notify the NCDOT of the effective date of the
modification.
The U. S. Marine Corps (USMC) executes this permit modification for the purpose of
indicating that it accepts and agrees to perform the requirements of special conditions c through
c5 of the permit as modified.
Marine Corps Base
Camp Lejeune
Date
TERRY R. YOUNGBLUTH Date
Colonel, U. S. Army
Commanding
BOUNDARY FOR BOUNDARY FOR
NCDOT PROJECT U2107
N000T PROJECT R-2406

L27

2000
2064

corn
rno
v ao
M
^

BOUNDARY FOR BIG SHAKEY 0
v u
2063 MITIGATION AREA
200

SWAMP MITIGATION AREA (
V
FOR NCDOT PROJECT
z w
R-2406

N

?E

s
2
1

300

MITIGATION AREA
FOR NCDOT PROJECT

15.00 ACRES
a
'2059
3058
2055
.2054
20
53

2051
2050
49
ae

201
2013
t
2015 t
2016 '
2024 2043
3 2042

q40

18 . 022
2038
019 1
2025

3736

2034 2033
032
1

Attachment A

BOUNDARY OF
BIG SHAKEY SWAMP

DwubwrV it Davis
PT. NORTHING FASTING
2000 292549.808 2433819.634
2001 291567.987 2433941.040
2002 291197.054 2434083.310
2003 289695.929 2433724.845
3002 289480.562 2433926.601
2004 288743.248 2434617.320
2005 88726.774 434732.654
2065 88432.073 9.491
43463
066 88417.141 2435319.180
2060 288582.77 2435315757
3001 289754.031 2434218.517
061 1 4 4 41 .8 1
1 4 7 4 4 1.144
063 16 5. a34 32.01

064

92450.405 PT. NORTHING FASTING
2065 288432.073 2434639
2007 87 1,124 434704. 0
067 28760
2052 287477 .41 2435775.194 1 3QQ4 12883Q 1743-)396 017
24355 96.680
434234.972
PT. NORTHING FASTING
2000 292549.808 2433819.634
2001 291567.987 2433941.040
2002 291197.054 2434083.310
2003 289695.929 2433724.845
2004 288743.248 2434617.320
2005 288726.774 2434732.654
2006 288378.702 2434628.299
2007 287641.124 2434704.500
2008 287424.734 2434598.432
2009 287049.900 2434600.322
2010 286615.601 2434784.542
2011 286204.234 2434849.008
2012 286148.520 2434739.853
2013 286476.332 2434173.689
20 i 4 286293.821 2433942.624
2015 286114.195 2433969.092
2016 285941.890 2434376.253
2017 285422.932 2433934.594
2018 285182.165 2433577.104
2019 284910.177 2433338.043
2020 284551.347 2433518.800
2021 284948.532 2433910.255
2022 285172.505 2434248.721
2023 285668.890 2434675.829
2024 285786.605 2434908.746
2025 284740.028 2435029.656
2026 283771.233 2435877.297
2027 283222.662 2435860.312
2028 283106.846 2436051.198
2029 283197.988 2436259.568
2030 283336.060 2436269.384
2031 283288.780 2436628.703
2032 283479.851 2436864.165
2033 283674.193 2436948.638
2034 283710.656 2436453.073
2035 284230.631 2436086.441
2036 284468.646 2435843.483
2037 284548.881 2435711.514
2038 284932.355 2435556.227
2039 285199.014 2435377.457
2040 285341.187 2435596.680
2041 285455.964 2435718.036
2042 285671.668 2435761.096
2043 285824.275 2435728.474
2044 285986.012 2435438.786
2045 286712.194 2435194.766
2046 286855.671 2435175.194
2047 286897.409 2435293.943
2048 286849.146 2435404.861
2049 286957.409 2435434.871
2050 287094.749 2435411.383
2051 287277.353 2435147.790
2052 287477.418 2435175.194
2053 287680.894 2435596.680
2054 287888.284 2435759.793
2055 288009.586 2435737.608
2056 287709.588 2435413.995
2057 287777.415 2435231.304
2058 288051.713 2435316.128
2059 288222.575 2435339.616
2060 288582.772 2435315.757
2061 289872.342 2434163.891
2062 291224.637 144
2434501.
2063 291665.589 12434332.018

4

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2009
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NOT TO SCALE
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2006 288378.7D2 4346 .299
4
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NORTHING FASTING
287888.284 2435759.793
288009.586 2435737.608
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287777.415
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288222.575 2435339.616

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PT. NORTHING
401 FASTING
1 302413.557 2442888.616
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4013 305514.268 2442195,708
4014 1 4411
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1 74.1 4417 11
PINE PoNTATONFOR BURNED
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MITIGATIC: AREA --/
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BOUNDARY FOR
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-MITIGATION AREA
FOR NCDOT PROJECT
R-2406
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Attachment D
BOUNDARY
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NCDOT/P&E BRANCH Fax:[phone]
S
Mar 4 '98 16:30 P.01
Post-tt° Fax dote 7671 :. D810 of
Fmm
CoJDapt.
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Phone! N Phone #
rl
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Fait # ; V 4 Fair#
STATE CTF No. Pal
_ ,..?.._
DEPARTMENT of .TAANSP'ORTmiQN
JAAkBS B. Ht1tt1T ]R PO. BO?CZ520:1. RALEIGH, N.G. 27611-5201 E. Noms ToLsoN
GCVEP,KOR SECRETARY
:Marc , 6, 1998
Nlr. John.
'DorneX
N. C. Division of Water-duality
4401 Reedy Creek Rd
Raleigh, X-C 27607
Dear Mr. •Dorney:
SUBJECT: Gi ilfOrd Cotttaty,. U',$,31 1:Bypass.new location from NC 68.(Eastchester Dr.) to
US 29%70 in.Higb Point. State P?ject No. $,1570607, TIP No. R-0609 EB/FA.
On October 10, 1997 the North Carolina Depanetit of ransportaxiun (NCDOT) applied to the
Diyision of Water Quality (OWQ):for- Wker;Qttality Certifieatton to impact waters of the United
States, within the. Preilrixont xegio] .ofthe Cape P'eax River Basin through the construction of the
U3 311 bypass, A Department of the Army k'crmitl was also rcquested at this time.:.
The N'CDOT received: a,NNationwidePermit N6.44; authorizing, construction :of the project, from
the US Army Corps of Engineers (POE) on, January 30, 1998. The; authorization is valid
provided that the NC.DGT. complies with-the kowing. special conditions:
1. Stream mitigation will be provided.•for M981inear feet of impact at a 2:1 ratio. A final
mitigation plan will die submitted to the t?OE within two years of the date. of the permit
?gSi18d'1C?. '
2. Stream mitigation will be it the'same;c#oging unit of the USGS "Hydrologic Unit
map-1974, State. of i\Torth.;Car4lina," as ithe' impacts authorized, if practicable. If no
opportunities can be. found:in the same unit„mitigation may be performed mi an
ixrtitzediatel:y adyacentunit. ;Tf no. opporttlI ?iti.es- exist in..the same.or.immediately adjacent
unit,, the NCDOT:wi1;f consult wit&':the COE; on appropriate sites for mitigation.
3. The NCDOT shall complete construction and planting of mitigation site (s) within one
year of the, final approval of the'stream 1litigation plan by the. COE.
2 ;;
NCDOT/P&E BRANCH Fax:[phone] Mar 4 '98 16:30 P.02
z
As stated in the Octobeir 1 Q; 1997permit application, wetland naitigadian for 0.7 acres of impact
associated with sections EB, and, FA Wasinol'Wed in mitigation for sections D, E, an d F at the
time of the original penuit..:: Miti.gatioix was provided at five sites totaling 10.7 acres. A summary
of these sites was included in the:October. 1, 0, • 1,997• application.
The XCDOT agrees to-the-conditions set.fotMn? the Nationwide.Fermit No., 14 and. requests that
the'DWQ continue to review•this..projOct:for section 401 Water Quality Certification.
Thank you for your assistaAce. If you have any questions or need. additional information, please
contact Mx. Lindsey Riddi* at. [phone], e> tension 315.
Sincerely
• :i
HI Frwixklin'Vick, PE; Manager
Aanning and Environmental Branch
HFV;pIr
US ARMY CORPS/ENGRS ID:1-704-252-1721 RPR 10'98 13:09 No.009 P.01
U. S. ARMY CORPS OF
ENGINEERS
151 Pattern /lverrue, Room 143
Asheville, North Carolhia 28801-5(X)6
(704) 271-4RS4 1
Fax: (704) 27I-4859 /
PAX T1ZANSMISSION COVED SHEET

Fax:
Re:
,Sender:

Remarks: F0 A /? ?' _ S 14 Lo- Aj Ga.T-) PA-cA -?kA ?
US ARMY CORPS/ENGRS ID:1-704-252-1721 APR 10198 13:10 No.009 P.02
MEMORANDUM VIA FAX
TO: Kathy Matthews, E)"A Region 1V, Atlanta
Mark Cantrell, IJSFWS, Asheville Field Office
David Cox, NCWRC, Habitat Conservation Program
FROM: Steven Lund, Corps of Engincers, Asheville Regulatory Field Office
I)NI'li: April 10, 1998
SUBJECT: Modification to Action ID 199707161, NC17OT Proposed Widening and
Realignment of US 421 between South Fork New River and Deep Gap, Watauga
County, North Carolina, '1'1P No. R-529 BA/ DB/ 131)
The NC Department of1'ransT nation has requested a modification of their application fir the
subject project that we announced by public notice on October 9, 1997. The modification
involves an additional 1771 linear feet (0. 12 acres) of surface water impacts to two small,
apparently perennial stream channels that do not show up as blue lines on the USOS quad sheets.
Site 12 is at Station number 5+54 and, as best I can determine, is located in the liwdwatcrs of
Brown Branch. This is a perpendicular crossing in which 459 feet of channel would be filled and
the stream placed in a 750mm pipe across the proposed roadway. This stream may be fed by a
pond above the construction area and is in a developed area. Sitc 13 is located between station
numbers 7-+-02 and 7+46 on an unnamed tributary to Pine ]tun C:rwk. 1312 linear feet of channel
would be filled and the flow diverted to a open, mudsidc ditch. D(Yl' has requested that this
impact be addressed as a channel loss because the stecp slope will not allow natural dimension,
patternand profile to be restored. This site is nearly directly across from the abandoned house
with barn where many of us stopped during field reviews to look at Pine Run Creek. A% I recall
the area consisted of pasture/hay field with scattered strean-iside shrubs and large trees.
In order to mitigate for these additional surface water impacts, the DOT proposes to enter into an
agreement with the NC Wildlife Re%ourc es Commission to restore 14,814 linear feet of streams
in the project area (2:1 ratio). This agreement will be similar to the one approved for the
interstate Highway 26 project in Madison County, TIP No. A-10, which is currently underway.
Please review the enclosed plans of the additional work. the revised table of impacts, and DOT's
April 3, 1998 letter. We are processing this as a minor modification and do not intend to issue an
amended public notice. This facsimile constitutes our request for your agencies comments on
this additional work. Please respond on or before April 17, 1998 via electronic mail or fax. We
are currently trying to finalize the permit authorization for this project. My fax number is 828-
271-4858 and my E-mail address is [e-mail]. If you have any
questions, please call me at 828-271-4857.
Enclosures
US ARMY CORPS/ENGRS ID:1-704-252-1721 APR 10'98 13:10 No.009 P.03
Copy Furnished w/o Enclosures:
John Dorney, NC Division of Water Quality, Raleigh
Lindsey Riddirk, NCDOT, Planning and EnvirOmnental Branch, Raleigh
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State of North Carolina
Department of Environment
and Natural Resources LTKMAI
.
Division of Water Quality
James B. Hunt, Jr., Governor AMMMIdSbMdft
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., D' or ?? N C D E N R
04/24/98 Q C..
Mr. John Kane ;iR 2 8 1998
4020 Westchase Blvd.
Suite 200 WETLANDS
Raleigh, North Carolina 27607 a ?. ±A-Tk-q O11 +i_;.T,
" " Subject: The Centrum at Crossroads
Project No. DWQ 970711
Wake County
Dear Mr. Kane:
This correspondence is concerning the stormwater management plan for the subject project. The
Stormwater Unit is responsible for evaluating stormwater management plans proposed in
conjunction with 401 Water Quality Certifications. The Stormwater Unit staff has reviewed the
submitted plan and determined that additional information is necessary to complete the technical
review process. The required additional information is as follows:
1. Engineering plans
The elevations on the submitted plans are not consistent from diagram to diagram or with the
submitted calculations. Elevations for the pond range from 324' (pond invert) to 440' (top of
dam). Please revise the engineering plans to reflect the correct elevations.
2. - Emergency spillway
The outlet configuration diagram in the submitted plans shows an emergency spillway at
elevation 439'. The emergency spillway is not included in the engineering plan for the pond.
Please revise the engineering plans to reflect the true configuration.
3. Forebay
All stormwater wet detention basins are required to have a forebay to facilitate TSS removal.
The forebay should be approximately 20% of the total basin volume. Reference NCDENR
Administrative Code Section 15A NCAC 2H .1000 Stormwater Management, December
1995, Section .1008, item e.6 and NCDENR Stormwater Best Management Practices
Manual, November 1995, page 4, item Le. Please revise the engineering plans to meet this
requirement.
4. Emergency Drain
An emergency drain must be provided to draw down the permanent pool volume in 24 hours
or less. Reference NCDENR Stormwater Best Management Practices Manual, November
1995, page 4, item 3.d. The submitted plans call for a 6 inch gate valve as the emergency
drain. Please provide calculations to show that the pond can be drained within the required
24 hour period.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
The Centrum at Crossroads
DWQ # 971120
Page 2
5. Inlet/Outlet Structure Location
The inlet and outlet structures must be placed to minimize short circuiting and turbulence. A
long flow path will help to maximize the settling efficiency of the water quality structure.
The submitted design will be subject to short circuiting due to the close proximity of the inlet
in the southwest corner of the pond and the outlet structure. This issue may be addressed
through structure relocation, baffles, etc. Reference NCDENR Administrative Code Section
15A NCAC 2H.1000 Stormwater Management, December 1995, Section .1008, item e.4.
6. Vegetated Side Slopes
The basin side slopes above the permanent pool down to the vegetative shelf must be
stabilized with vegetation and side slopes no steeper than 3:1 (horizontal to vertical).
Reference NCDENR Administrative Code Section 15A NCAC 2H.1000 Stormwater
Management, December 1995, Section .1008, item e.7 and e.8. Landscape information
must be clearly stated on engineering plans.
7. Vegetative Filter
Vegetative filters are required at the discharge outlet of all stormwater wet detention ponds.
These filters shall be at least 30 feet in length. Reference NCDENR Administrative Code
Section 15A NCAC 2H.1000 Stormwater Management, December 1995, Section.1008,
item c.4. Please specify this on the engineering plans.
8. Vegetative Shelf
A vegetative shelf around the perimeter of the pond is required. The shelf shall be gently
sloped (6:1 or flatter) and shall consist of native vegetation. Reference NCDENR
Administrative Code Section 15A NCAC 2H .1000 Stormwater Management, December
1995, Section .1008, item e.9. Please specify this on the engineering plans.
9. Access
Access to the pond must be adequate to allow for maintenance,of the basin and associated
structures. Please specify access routes on the engineering plans.
10. Sediment Removal
If the basin is proposed to be used as a sediment basin during construction, the plans must
clearly indicate that accumulated sediment will be removed prior to implementation as a wet
detention basin. Reference NCDENR Administrative Code Section 15A NCAC 2H.1000
Stormwater Management, December 1995, Section .1008, item c.7
11. Operation and Maintenance Agreement
An operation and maintenance agreement is required. Reference NCDENR Administrative
Code Section 15A NCAC 2H.1000 Stormwater Management, December 1995, Section
.1008, item i.
A stormwater control structure will not operate as designed without regular maintenance.
Typical requirements for an operation and maintenance plan include the following:
0 Vegetation management/mowing schedule
The Centrum at Crossroads
DWQ # 971120
Page 3
• Semi-annual inspections
• Debris check after every storm event
• Benchmark for sediment removal (specific elevations listed)
• Designation of a responsible party
An example operation and maintenance plan is attached for your convenience. Please note
that the example plan is not site specific. Should you choose to use the example plan, it is
necessary to modify all of the "if' statements and provide specific benchmarks for sediment
removal. The operation and maintenance agreement must also be signed by the responsible
naM and notarized.
The requested information or a deadline extension request must be submitted
within 30 days. Division stormwater staff will strive to complete a final technical review within
10 working days of receipt of the requested information. Completing the enclosed worksheet will
greatly decrease the staff review time. If you have any questions or would like to discuss this
project, please contact me at [phone], extension 545.
Sincerely,
Darren M. England
Stormwater Engineer
Attachments
cc: Russell Briggs, P.E. - WK Dickson
John Dorney, Wetlands/401 Unit
Raleigh Regional Office
Stormwater File
Central Files
Project No. DWQ (w be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each
basin, design calculations, plans and specifications showing all basin and outlet structure details, and a
fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person: Phone Number: 1
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation ft. (average elevation of the floor of the basin)
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area sq. ft. (water surface area at permanent pool elevation)
Drainage Area ac. (on-site and off-site drainage to the basin)
Impervious Area ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume cu. ft. (volume detained on top of the permanent pool)
Forebay Volume cu. ft.
SA/DA used (surface area to drainage area ratio)
Diameter of Orifice in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices
Manual (N.C. Department of Environment, Health and Natural Resources, November 1995) and
Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the
following design requirements have been met and supporting documentation is attached. If a requirement
has not been met, attach an explanation of why.
Applicants Initials
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
A minimum 30-foot vegetative filter is provided at the outlet.
A site specific operation and maintenance (O&M) plan is provided.
A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in the O&M plan.
A responsible parry is designated in the O&M plan.
FORM SWU100 09/97 Page 1 of 1

Name:
POND MAINTENANCE REQUIREI ENDS
Project Number.
Responsible Parry: Phone Number.
Address:
I. Inspect monthly, or after every runoff-producing rainfall event, whichever comes first
A Remove debris from the trash rack. r
B.. Check and clear the orifice of any obstructions. If a p is used as the drawdown, riechanism, check for
pump operation.,,,
C. Check the pond side slopes; remove trash,?eeroded areas before ttre-next rainfall event.
D. If the pond is operate ,%ith a V'.. t i"filter, check the lter sediment accumulation, erosion and
proper operation of tine flow spy mechanis mRepair as necessary.
_
II. Quarterly 00
A Inspect the collection systemi. ? ('e:, c ?atch basins, piping, grassed sv:ales) for proper functioning. Clear a: cumulated trash ftSbas n grate and basin bottoms, and check piping for obstructions.
5e i
B. Check pond inlet pipes for undercutting, replace riprap, and repair broken pipes.
C. Reseed grassed swales, including the vegetated filter if applicable, twice a year as necessary. Repair
erod areas immediately.
M. Every 6 months
A. Remove accumulated sediment from the bottom of the outlet structure.
B. Check the pond depth at various points in the pond. If depth is reduced to 759E of original design depth,
sediment vvU be removed to at least original design depth.

POND MAINTENANCE REQUIREMENTS CONTINUED
I PAGE 2
rV. General
A.....
B.
C.
Mow ft side Slopes,-not including normally submerged vegetated sheaf, according to the season Maximum gram
height will be 6". -
Cattails, and other indigenous wetland plants, are encouraged along the pond perimeter; bowever, they mast be
removed %1= they cover the entire surface area of tttr pond. -
71r.orifice is designed io draw do%m the pond in 2-5 days. If drawdown is not accornpUshed in that tip, ttie
system may be clogged The same of the dogging mast be famd and Airrunate
D. All components of the desear;ca pond system must be kept good working order.
V. Special Regairemcors
I R hereby acknoaIedge that I am the fimmiaBy
responsible pan- for rna; mance of this d einnwpond. I xilI perform the ma;nf,-..an`-° as outlined
above, as pa-t of the Cer,;fi,:ation of C oati N4ith Stsmw= Regulations received for this project.
Signature: Date:
I, a Notary Public for the State of County
do hereby certify that personally appeared before
this day of . 19 . and ackwix•ledge the due execution of the foregoing incuum Witness
hand and official Seal, -
SEAL
My commission expires