20141169 Ver 1_Application_20141106

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY
November 14, 2014

US Army Corps of Engineers NC Division of Coastal Management
Regulatory Field Office 400 Commerce Avenue
2407 West 5th Street Morehead City, NC 28557
Washington, NC 27889

Attention: Mr. Tom Steffens Mr. Stephen Lane
NCDOT Coordinator NCDOT Coordinator

Dear Sirs:

Subject: Application for USACE Individual Permit, Section 401 Water Quality
Certification, Neuse Riparian Buffer Authorization and CAMA Major
Development Permit for the proposed improvement of US 17 from south of Belgrade
at SR 1330/SR 1439 to the New Bern Bypass, in Onslow, Jones and Craven Counties.
TIP No. R-2514B, C & D. Debit $570.00 from WBS 34442.1.3.

The North Carolina Department of Transportation (NCDOT), Division of Highways, proposes to
improve US 17 from SR 1330/SR 1439 south of Belgrade to the New Bern Bypass. The purpose
of this letter is to request project approval from the US Army Corps of Engineers for a CWA
Section 404 Individual Permit and authorization under Section 10 of the Rivers and Harbors Act.
By copy of this information, NCDOT is also requesting project approval from the N.C.
Department of Environment and Natural Resources under CWA Section 401 Water Quality
Certification, Neuse Riparian Buffer Authorization and Coastal Area Management Act Major
Development Permit. In addition to the cover letter, this application package includes the
following for R-2514B, C & D: ENG Form 4345, stormwater management plan, permit
drawings, utility drawings, roadway plans, CAMA MP forms, and 4B/4C merger meeting
minutes.

1.0 Purpose and Need

The primary purposes for this project, as identified in the Final Environmental Impact Statement
(FEIS), are to:

• Improve capability of US 17 to meet its mandated objectives as part of the Intrastate
System, the North Carolina Strategic Corridors System, and the Federal Strategic
Highway Corridor Network;

MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598

TELEPHONE: [phone]
FAX: [phone]

WEBSITE: WWW.NCDOT.ORG
LOCATION:
CENTURY CENTER, BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610

• Improve traffic flow along the US 17 corridor in the project study area; and

• Relieve congestion on US 17 in Onslow and Jones Counties, thereby improving safety
and reducing the number of crashes.

2.0 Project Description

The NCDOT proposes to improve a 16-mile portion of US 17 between Deppe Loop Road (SR
1330)/Springhill Road (SR 1439) south of Belgrade and the New Bern Bypass near the
Jones/Craven County Line, south of New Bern. Proposed improvements include a combination
of widening on the existing alignment and constructing new segments west of the existing route.
The proposed facility would widen US 17 to a divided four-lane facility with bypasses of
Maysville and Pollocksville on new location.

3.0 Summary of Impacts

Permanent Impacts: Proposed permanent impacts for R-2514 B, C & D include fill, excavation,
and mechanized clearing in 46.91 acres of wetlands, including 6.8 acres of riparian wetlands, and
40.11 acres of non-riparian wetlands. Proposed permanent impacts to jurisdictional streams are
4,281 linear feet, including 279 feet of bank stabilization. Impacts due to utility work involve
minimal fill in wetlands.

Temporary Impacts: There will be 379 linear feet of temporary impacts to jurisdictional streams
due to culvert installations, and 112 feet of temporary impacts due to bank stabilization.

Hand-Clearing: There will be 0.13 acres of hand-clearing in jurisdictional wetlands due to
project construction and 2.61 acres of hand-clearing for utility relocations.

Buffer Impacts
R-2514C and D occur in the Neuse River basin, and are subject to Riparian Buffer Rules. R-
2514C has 10,131 sq. ft. of allowable buffer impacts (6,426 in zone 1 and 3,705 in zone 2). It
also has 33,486 sq. ft. of mitigable impacts (21,305 in zone 1 and 12,181 in zone 2). R-2514D
has 81,090 sq. ft. of allowable buffer impacts (52,837 in zone 1 and 28,253 in zone 2). It also
has 174,583 sq. ft. of mitigable impacts (105,716 in zone 1 and 68,867 in zone 2). At these
buffer impact sites, there are 82,334 sq. ft. of wetlands in zone 1 and 36,317 sq. ft.in zone 2.

4.0 Summary of Mitigation

The proposed construction of R-2514 B, C &D will impact 6.8 acres of riparian wetlands and
40.11 acre of non-riparian wetlands that will require mitigation. The project will impact 4,281
linear feet of jurisdictional stream that will require mitigation. In addition, the project will have
unavoidable mitigable impacts to 148,206 square feet of riparian buffers, including 86,156 sq. ft.
in Zone 1 and 62,050 sq. ft. in Zone 2 in the Neuse River Basin.

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5.0 Project Schedule

Currently, R-2514B, C & D is scheduled to let June 16, 2015, and will be available for
construction shortly thereafter. The let date, however, may advance as additional funds become
available.

6.0 NEPA Document Status

The NCDOT completed the Final Environmental Impact Statement (FEIS) on June 23, 2011 in
compliance with the SEPA guidelines. The FEIS explains the purpose and need for the project,
provides a description of the alternatives considered, and characterizes the social, economic, and
environmental effects. The FEIS was approved and circulated to federal, state, and local
agencies. The Record of Decision (ROD) was completed on June 25, 2012 and distributed to the
agencies. Both documents are posted on the NCDOT website at
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links >
Environmental Documents.

6.1 Independent Utility

R-2514B, C & D meets the criteria for independent utility as discussed below:

• The project has logical termini and independent utility and is of sufficient length to
address environmental matters on a broad scope;
• The project is usable and a reasonable expenditure of funds, even if no additional
transportation improvements are made in the area; and
• The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.

7.0 Resource Status

The project is located in the White Oak River Basin (Hydrologic Unit 03020301) and the Neuse
River Basin (Hydrologic Unit 03020204). This is within the Middle Atlantic Coastal Plain eco-
region. The project crosses the White Oak River, the Trent River, Goshen Branch, Deep Gully,
and numerous unnamed tributaries to waters of the U.S., and multiple wetlands. Wetland and
surface waters within the study area were initially field delineated in 2000. The jurisdictional
delineation was reviewed and approved by the USACE during site visits in May and August
2000. This analysis was described in the 2001 Natural Systems Report, which was updated in a
2003 Wetlands Report. During a March 2007 Merger Process Field Meeting, USACE observed
wetlands and streams that were not shown in the August 2000 Jurisdictional Determination.
During the summer of 2007, additional field work and additional documentation were completed,
including a Reverification of Jurisdictional Area and Neuse River Buffer Impacts Evaluation
report. The USACE issued a Notice of Approved Jurisdictional Determination in November
2009. Design changes were discussed during the Avoidance and Minimization Concurrence
Meetings for the Preferred Alternative, and the Corps of Engineers recommended that these
changes be incorporated into a new Jurisdictional Determination. This updated JD was approved
by the Corps on March 19, 2012.
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7.1 Wetland Delineations

A wetland identification and preliminary assessment analysis for the study area was included in
the FEIS. The wetlands within the study area were delineated based on the 1987 U.S. Army
Corps of Engineers (USACE) Wetland Delineation Manual.

7.2 Stream Delineations

The stream channels within the project study area were identified, evaluated, and classified using
the NCDWR stream identification form and the Cowardin classification system. Water quality
information for the streams within the project study area was derived from available sources
provided through the NCDENR.

7.3 R-2514: Characterization of Jurisdictional Sites

7.3.1 Wetlands

There are four wetland types found within the project study area based on the Cowardin
classification: Palustrine Forested (PFO), Palustrine scrub-shrub (PSS), and Palustrine emergent
(PEM), and the Palustrine unconsolidated bottom (PUBH) More detailed information about
these wetlands can be found in the 2001 Natural Systems Report and FEIS, which includes
figures showing the wetlands within the project area.

7.3.2 Streams

The White Oak River and its tributaries all carry best use classifications of C within the study
area. The Trent River and its associated tributaries all carry best use classifications of C Sw
NSW within the project area. Details for the jurisdictional streams within the project area are
provided in the FEIS and Natural Systems Report.

There are no waters within the project vicinity classified as High Quality Waters (HQW).
Neither Water Supplies (WS-I: undeveloped watersheds or WS-II: predominately undeveloped
watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile of the project area.
Streams within the R-2514B, C & D project area are not designated as North Carolina Natural or
Scenic Rivers, or as National Wild and Scenic Rivers. Additionally, these waters are not listed
on the 2014 303(d) list of impaired waters due to sedimentation or turbidity.

7.4 Impacts to Jurisdictional Resources

Impacts to jurisdictional wetlands, surface waters and riparian buffers for R-2514B, C & D are
summarized below in Tables 1, 2 and 3 respectively.

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Table 1. R-2514 B, C & D Wetland Impacts

Permit
Drawing
Site
Number
Map Label
in FEIS
(2011)
Type Permanent
Impacts* (ac.)
Temporary
Impacts (ac.)
Mitigation
Required
(2:1)
R-2514B
1 241 Non-riparian 0.4 Yes
2 242 Non-riparian 0.19 Yes
3 32 Non-riparian <0.01 Yes
4 31 Non-riparian 0.01 Yes
5 27 Non-riparian 2.31 Yes
6 26 Riparian 1.2 Yes
7 24 Non-riparian 0.14 Yes
8 22 Non-riparian 0.07 Yes
9 245 Agricultural ditch 0.04 No
10 44, 45, W9 Riparian 3.70 0.06 Yes
11 42 Riparian 0.19 Yes
12 W8, 46 Riparian 0.01 0.01 Yes
14 48 Non-riparian 0.07 Yes
15 49 Non-riparian 1.22 Yes
16 W22, 250 Riparian 0.07 Yes
R-2514B Riparian: 5.17 0.07
R-2514B Non-riparian: 4.42 0.0
R-2514B Subtotal: 9.63 0.07

R-2514C
1 49 & 65 Non-riparian 4.05 <0.01 Yes
2 49 & 65 Non-riparian 0.13 Yes
3 49 Non-riparian 0.07 Yes
4
67 (west
side), 65,
68 &75
(east)
Non-riparian 8.25 <0.01 Yes
5 69 & 70 Non-riparian 0.25 Yes
6 71 &72 Non-riparian 0.04 <0.01 Yes
7 74 Non-riparian 0.36 Yes*
8 75 Non-riparian 0.73 Yes
9 77 west, 76
east Non-riparian 1.06 Yes
10 79 & 80 Non-riparian 1.10 Yes
11 78 Non-riparian 0.04 Yes
12 82 & 83 Non-riparian 0.50 Yes
13 West 85 &
86, east 84 Non-riparian 0.46 Yes
14 88 Non-riparian 1.93 Yes
15 89, 90, 91 Non-riparian 0.29 Yes
16 West 92,
east 93 Non-riparian 0.73 Yes
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Permit
Drawing
Site
Number
Map Label
in FEIS
(2011)
Type Permanent
Impacts* (ac.)
Temporary
Impacts (ac.)
Mitigation
Required
(2:1)
17 94, G1 Riparian 0.03 Yes
20 100 Non-riparian 1.78 Yes
21 98 Non-riparian 0.25 Yes
23 65 & 63 Non-riparian 0.03 Yes
R-2514C Riparian: 0.03 0.0
R-2514C Non-riparian: 22.05 <0.01
R-2514C Subtotal: 22.08 <0.01

R-2514D
2 114 Non-riparian 2.54 Yes
3 131 Riparian 0.18 <0.01 Yes
4 132 & 135 Riparian 0.74 0.06 Yes
4 141 Non-riparian 0.20 Yes
5 166 Non-riparian 0.91 Yes
6 167 Non-riparian 1.73 Yes
7 175 Non-riparian 0.02 Yes
8 177 Non-riparian 0.25 Yes
9 181 Riparian 0.60 Yes
10 182 Non-riparian 0.40 Yes
11 184 Non-riparian 1.05 Yes
12 186 Non-riparian 0.37 Yes
13 246 Riparian 0.02 Yes
14 196 Non-riparian 0.34 Yes
15 229 Non-riparian 0.05 Yes
17 201 Non-riparian 1.55 Yes
18 202 Non-riparian 0.68 Yes
19 226 Non-riparian 1.55 Yes
20 225 Non-riparian 0.36 Yes
21 211 Non-riparian 1.62 Yes
22 See note** Non-riparian 0.02 Yes
23 D1, 217 Riparian 0.06 Yes
R-2415D Riparian: 1.6 0.06
R-2514D Non-riparian: 13.64 <0.01
R-2514D Subtotal: 15.24

R-2514 B, C & D Total Riparian: 6.8 0.13
Non-riparian: 40.11 <0.01
Grand Total: 46.91 0.13

* R-2514C Site 7 includes an additional 0.06 acres of unimpacted wetlands counted as a total take. This
will be mitigated at a 1:1 ratio.

** Site 22 is a non-riparian wetland site identified during construction of R-2301A (New Bern Bypass)
that had not been accounted for during the permit for that project. It was decided to include this site on
the permit application for R-2514B, C & D to obtain after-the-fact authorization and provide mitigation.
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Table 2. R-2514 Surface Water Impacts
Permit
Drawing Site
Number
Waterbody
Labeled in
FEIS
Permanent
(ft)
Permanent
(ac.)
Temporary
(ft)
Temporary
(ac.)
USACE
Mitigation
Required (2:1)
R-2514B
6 W5 130 0.02 6 <0.01 Yes
6 W5 356 0.07 14 <0.01 Yes
6* W5 25 <0.01 10 <0.01 No
6* W5 25 <0.01 10 <0.01 No
13 W21 1151 0.60 60 0.04 Yes
13* W21 27 0.01 7 <0.01 No
13* W21 29 0.01 7 <0.01 No
13* W21 87 0.05 0 0 No
16 W22 120 0.04 25 0.01 Yes
R-2514B Total: 1,949 0.81 139 0.06

R-2514C
17 G1 109 0.01 Yes
18 G1 132 0.02 Yes
18* G1 20 <0.01 No
19 G2 106 0.01 Yes
19* G2 58 <0.01 No
22 W21 32 0.02 Yes
22 W21 10 0.01 No
R-2514C Total: 379 0.06 88 0.01

R-2514D
1 B5 218 0.01 31 <0.01 Yes
1* B5 16 No
3 131 5 <0.01 50 0.01 Yes
6 167 0.03 No
9 S18 196 0.05 20 <0.01 Yes
9 S18 20 <0.01 No
9* S18 18 No
13 S14 230 0.01 21 <0.01 Yes
13 S14 21 <0.01 No
13* S14 12 No
15 S9 292 0.06 27 <0.01 Yes
15 S9 27 <0.01 No
15* S9 26 No
16 S17 282 0.01 Yes
16 S17 21 <0.01 No
16* S17 14 No
21 D2 644 0.06 Yes
R-2514 D Total: 1,953 0.23 170 0.02
R-2514B, C & D Total 4,281 1.1 397 0.09
*Denotes bank stabilization; when necessary, mitigation required by the USACE exceeds the amount required by
NCDWR. The table indicates 279 feet of permanent impacts and 112 feet of temporary impacts due to bank
stabilization.
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Table 3. R-2514 C&D Riparian Buffer Impacts
Allowable Mitigable
Buffer Drawing Site
Number
Zone 1
(sq. ft.)
Zone 2
(sq. ft.)
Total
(sq. ft.)
Zone 1
(sq. ft.)
Zone 2
(sq. ft.)
Total
(sq. ft.)
R-2514C
1 6,426 3,705 10,131
2 11,389 7,568 18,957
3 9,916 4,613 14,529
R-2514C Subtotal 6,426 3,705 10,131 21,305 12,181 33,486

R-2514D
1 18,124 11,612 29,736
2 13,921 9,058 22,979 26 26
3 31,209 12,501 43,710
4 14,017 9,383 23,400
5 15,142 9,677 24,819
6 20,266 12,665 32,931
7 38,167 25,504 63,671
8 7,707 6,694 14,401
R-2514D Subtotal 52,837 28,253 81,090 105,716 68,867 174,583

R-2514 C&D Total: 59,263 31,958 91,221 127,021 81,048 208,069

8.0 Protected Species

The United States Fish and Wildlife Service (USFWS) list 17 federally protected species for
Onslow (1/24/14 list), Jones (9/22/2014 List) and Craven (9/22/14 list) Counties (Table 4).

Table 4. Federally Protected Species in Onslow, Jones and Craven Counties
Common Name Scientific Name Habitat Federal
Status
Biological
Conclusion
American alligator Alligator mississippiensis Yes T (S/A) N/A
Atlantic sturgeon Acipenser oxyrinchus
oxyrinchus
No E No Effect
Bald Eagle Haliaeetus leucocephalus No BGPA N/A
Cooley’s meadowrue Thalictrum cooleyii No E No Effect
Golden sedge Carex lutrea No E No Effect
Green sea turtle Chelonia mydas No T No Effect
Leatherback sea turtle Dermochelys coriacea No E No Effect
Loggerhead sea turtle Caretta caretta No T No Effect
Northern long-eared bat Myotis septentrionalis Yes P Not Required
Piping plover Charadrius melodus No T No Effect
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Pondberry* Lindera melissifolia No E No Effect
Red-cockaded
woodpecker
Picoides borealis Yes E No Effect
Red knot Calidris canutus rufa No P Not Required
Rough-leaved loosestrife Lysimachia asperulaefolia No E No Effect
Seabeach amaranth Amaranthus pumilus No T No Effect
Sensitive joint vetch Aeschynomene virginica No T No Effect
Shortnose sturgeon Acipenser brevirostrum No E No Effect
West Indian manatee Trichechus manatus No E No Effect
Notes: E Endangered
T
T S/A
P
Threatened
Threatened (Similarity of Appearance)
Proposed
*Historic record

A US Fish and Wildlife Service proposal for listing the northern long-eared bat (Myotis
septentrionalis) as an Endangered species was published in the Federal Register in October
2013. The listing may become effective as soon as April 2015. This species is included in
USFWS’s current list of protected species for Craven and Jones Counties. NCDOT is working
closely with the USFWS to understand how this proposed listing may impact NCDOT projects.

Northern Long-eared Bat (NLEB) surveys were recently conducted on the west side of Croatan
National Forest (CNF) in conjunction with the proposed project. The acoustic survey results
(from 39 acoustic monitoring nights) were analyzed by two software programs. A total of nine
calls were identified as NLEBs from both automated identification programs, BCID and
EchoClass. Multiple calls were also identified as Indiana bats and gray bats by BCID and
EchoClass, although neither species’ range extends into central or eastern North Carolina; the
results were false positives.

Manual analysis was conducted to select calls with the most NLEB characteristics. This subset
of calls was sent to two acoustic experts (Chris Corben, Titley Scientific, and Dr. Joy O’Keefe,
Indiana State University) for further analysis. Neither expert saw conclusive evidence that
NLEB were present; most of the calls were determined to be Southeastern Bats (Myotis
austroriparius). According to the experts, six calls had potential to be from NLEBs.
As a follow-up to the acoustic surveys, 14 nights of mist-netting were conducted for the US 17
project, but no NLEBs were captured. In addition to the negative mist-netting results for US 17,
the following negative surveys results were also obtained in and adjacent to CNF:

• Six nights of mist-netting in CNF along the proposed Havelock bypass corridor in 2005
(NCDOT);
• Five nights of mist-netting adjacent to CNF at the NCDOT Croatan mitigation bank from 2007-
2010 (NCDOT);
• One night of mist-netting in Carteret County at the southern edge of CNF in 2009 (NCDOT); and
• Acoustic driving transects conducted on CNF by USFS staff and analyzed by University of
North Carolina-Greensboro staff (Matina Kalcounis-Rueppell, personal communication).

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Based on the negative mist-netting results obtained in and around CNF, NLEBs do not appear to
be present and will not be affected by the project. NCDOT will continue to coordinate
appropriately with USFWS to determine if this project will incur potential effects to the Northern
long-eared bat, and how to address these potential effects, if necessary.

8.1 Bald and Golden Eagle Protection Act (BGPA)

In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered,
and removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This
delisting took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act
(Eagle Act) (16 U.S.C. 668-668d) became the primary law protecting bald eagles. Nesting and
foraging habitat are not present in the project area, nor have bald eagle nests or individuals been
seen within a 660-foot radius of the project area.

8.2 Moratoria

The Trent River is designated as an anadromous fish spawning area, prohibiting in-stream work
in the Trent River from February 15 through July 15. Tributaries to the Trent River north of US
17) and Mill Creek (south of US 17) are also designated as anadromous fish spawning areas and
are subject to the same restriction. The White Oak River is designated as an Inland Primary
Nursery Area, prohibiting in-stream work in the White Oak River from February 15 through
September 30.

9.0 Cultural Resources

As documented in the project ROD, A Memorandum of Agreement (MOA) for historic resources
was developed in accordance with section 106 of the National Historic Preservation Act of 1966
to address the adverse effect of the proposed project on an archaeological site in the project
vicinity. NCDOT has developed and implemented an Archaelogical Data Recovery Plan for Site
31JN128**, a property determined eligible for listing on the National Register of Historic Places.

In the Fall of 2009, an intensive archaeological investigation and site evaluation of the Area of
Potential Effects (APE) was conducted for the proposed improvements to US 17 in Jones and
Onslow counties from SR 1330 (Deppe Loop Road) near the City of Jacksonville north to the
Jones/Craven county line outside the City of New Bern (TIP# R-2514B, C, D). This
investigation was conducted by Environmental Services, Inc. (ESI) of Raleigh, North Carolina,
on behalf of the North Carolina Department of Transportation (NCDOT) to fulfill the
requirements of Section 106 of the National Historic Preservation Act (NHPA 1966, as
amended), and complies with the guidelines issued by the Advisory Council on Historic
Preservation (ACHP) in consultation with the North Carolina Office of State Archaeology (OSA)
and NCDOT.

Twenty-nine (29) archaeological sites were documented as a result of these investigations
(31ON1762**-31ON1765** and 31JN122**-31JN146**). Of the 29 archaeological sites, 26
have been recommended as not eligible for the National Register of Historic Places (NRHP).
Two of the sites (31JN137** and 31JN143**) were not assessed based on their location outside
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of the project corridor; both of these sites are early to late 20th century cemeteries and will be
avoided by the proposed project. The one remaining archaeological site (31JN128**) was
recommended as eligible for the NRHP per Criterion D.

Archaeological investigations at Site 31JN128** documented a domestic occupation dating to
the late 18th and early 19th centuries that has been recommended eligible for the NRHP per
Criterion D for its potential to yield significant information pertaining to Middling Planters and
Farm Sites in Jones County (and historic Craven County) during the Federal and early
Antebellum periods, especially related to site structure and foodways. Spatial patterning of
artifacts is present, with defined architectural, activity, and disposal areas. Research reveals that
the family of Nicholas Adams and Elizabeth Wickliffe Bray, Middling Planters, lived on the
property from the 1790s to the 1810s, contemporaneous with the diagnostic artifacts recovered.
Avoidance of the site was recommended, but not possible. Therefore, once ROW was acquired
and a temporary easement placed around Site 31JN128**, archaeological data recovery
investigations were conducted relative to a signed 2011 Memorandum of Agreement (MOA) and
Scope of Work prepared by the NCDOT. Data recovery efforts took place at the site between
June and September 2014.

ESI completed a preliminary management summary for the data recovery at Site 31JN128** in
September 2014. All fieldwork is completed and it is recommended that the proposed project be
granted clearance to proceed without concern for impacts to significant cultural resources.

10.0 FEMA Compliance

The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local
floodway regulations.

11.0 Mitigation Options

The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all
remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the
planning and NEPA compliance stages; minimization measures were incorporated as part of the
project design.

11.1 Avoidance and Minimization

All jurisdictional features were delineated, field verified and surveyed within the corridor for R-
2514B, C & D. Using these surveyed features, preliminary designs were adjusted to avoid
and/or minimize impacts to jurisdictional areas. During step 4A of the Interagency Merger
process, the Merger Team concurred that jurisdictional impacts have been avoided and
minimized to the maximum extent practicable through the use of alignment shifts, vertical
adjustments, a 46-foot median width, perpendicular stream crossings, bridging Goshen Branch,
the Trent River, the White Oak River, and a tributary to White Oak River, utilizing equalizer
pipes between bisected wetland features, paralleling the existing power transmission easement in
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the northern portion of the project, locating service roads and turnarounds in non-jurisdictional
areas, utilization of existing US 17 as a service road, and elimination of proposed interchanges at
the northern and southern termini.

NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas in all of
its designs. Many of these strategies have been incorporated into BMP documents that have
been reviewed and approved by the resource agencies and which will be followed throughout
construction. Construction-related impacts associated with the proposed action will be
minimized by adhering to applicable rules, regulations and permit conditions and by NCDOT’s
Best Management Practices for the Protection of Surface Waters. All wetland areas not affected
by the project will be protected from unnecessary encroachment. Individual avoidance and
minimization items are as follows:

• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands or near surface waters.
• The project was designed to avoid or minimize disturbance to aquatic life movements.
• NCDOT and its contractors will not excavate, fill, or perform land clearing activities within
Waters of the U.S. or any areas under the jurisdiction of the USACE, except as authorized by
the USACE. To ensure that all borrow and waste activities occur on high ground, except as
authorized by permit, the NCDOT shall require its contractors to identify all areas to be used
to borrow material, or to dispose of dredged, fill or waste material. Documentation of the
location and characteristics of all borrow and disposal sites associated with the project will be
available to the USACE on request.
• Grass swale treatments have been incorporated in areas where flat slopes can be maintained.
• Proposed culverts will be buried 1 ft. to provide for fish passage.
• Cross pipes in jurisdictional streams will be buried 1ft.
• All wetlands will receive diffused flow.
• Special Sediment Control Fence will be used were applicable.
• The use of hand clearing rather than mechanized clearing where possible.
• Bank stabilization at outlets of culverts will not impact the stream bed.
• Considering environmental, hydraulic, and roadway perspectives, 3:1 slopes are proposed
within the wetlands where most practical.

11.2 Compensation

The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
practicable as described above. However, due to the extent of wetlands and surface waters in the
study area, complete avoidance is not possible. Compensatory mitigation is recommended for all
unavoidable jurisdictional impacts.

The impacts for R-2514B, C & D occur in two HUC’s: 03020204 and 03020106. R-2514B is
located entirely in 03020106. R-2514C is split between the two HUC’s with the dividing line
falling across wetland sites 14 and 15, splitting them between the HUC’s. Sites 1 through 13 are
in 03020106, as are Sites 22 and 23. Sites 16 through 21, and part of 14 and 15 are in 03020204.
Tables 5 and 6 break down the project impacts by HUC.

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Table 5. Wetland Impacts by HUC
HUC 03020106 HUC 03020204
Project
Section
Impact Sites Riparian Non-riparian Riparian Non-riparian
R-2514 B All sites 5.17 4.42 0
R-2514 C Sites 1-13, 22 & 23 0 17.07 0
Site 14 0 1.31 0 0.62
Site 15 0 0.17 0 0.12
Sites 16 - 21 0 0 0.03 2.76
R-2514 D All sites 0 0 1.6 13.64
Total impacts by HUC 5.17 22.97 1.63 17.14

The stream impacts in Table 6 are summarized from those detailed in Table 2, less the bank
stabilization impacts.

Table 6. Stream Impacts by HUC
Project Section Impact Sites HUC 03020106 HUC 03020204
R-2514 B All sites 1,756 0
R-2514 C Sites 1-13, 22 & 23 32 0
Site 14 0 0
Site 15 0 0
Sites 16 - 21 0 347
R-2514 D All sites 0 1,867
Total impacts by HUC 1,788 2,224

In a May 9, 2014 memorandum, NCDOT proposed that the unavoidable impacts to Waters of the
U.S. will be offset by compensatory mitigation provided at the Croatan Mitigation Bank for the
B and C sections of the project, which are partially located in a different HUC than the
mitigation bank. The Corps approved the use of Croatan Wetland Mitigation Bank “as the
source for all stream, riparian wetland and non-riparian wetland credits to offset the unavoidable
impacts associated with R-2514 B&C” in a letter dated May 20, 2014.

NCDOT is also proposing that all impacts from R-2514D will be provided by Croatan Wetland
Mitigation Bank. The stream and wetland credits generated by the CWMB are valid in HUC
03020204, where all of the R-2514D impacts occur.

NCDOT has requested an acceptance letter from EEP to provide compensatory stream and
wetland mitigation from the Croatan Wetland Mitigation Bank. As of the date of this
application, such acceptance letter has not been issued.

Buffer impacts

All riparian buffer impacts occur in HUC 03020204. Table 7 accounts for the overlap of buffers
and wetlands on R-2514D to determine mitigation requirements. Since Site 4 through 7 occur in
wetlands, the buffer acreage must be deducted to avoid double-counting the impacts. This
13

reduces the amount of buffer impacts calculated in Table 3 for R-2514D, resulting in a revised
total of 64,851 sq. ft. of buffers Zone 1 and 49,869 sq. ft. in Zone 2, for a revised total of 114,720
sq. ft. for R-2514D. Adding in the impacts for R-2514C, the total mitigable project impacts are
86,156 sq. ft. in Zone 1, 62,050 in Zone 2, and 148,206 sq. ft. total.

Compensatory mitigation for impacts to riparian buffers will be provided by EEP.

Table 7. R-2514 D Riparian Buffers in Wetlands
Mitigable
Buffer
Drawing
Site
Number

Zone 1
(sq. ft.)
Zone 2
(sq. ft.)
Total
(sq. ft.)
R-2514D
4
Impacts 14,017 9,383 23,400
Less buffers in
wetlands -12,324 -6,294 -18,618
Subtotal 1,693 3,089 4,782
5
Impacts 15,142 9,677 24,819
Less buffers in
wetlands -433 -0 -433
Subtotal 14,709 9,677 24,386
6
Impacts 20,266 12,665 32,931
Less buffers in
wetlands -0 1,432 -1,432
Subtotal 20,266 11,233 31,499
7
Impacts 38,167 25,504 63,671
Less buffers in
wetlands -28,108 -11,272 -39,380
Subtotal 10,059 14,232 24,291
Remaining buffer impact
requiring mitigation 46,727 38,231 84,958

12.0 Indirect and Cumulative Effects

NCDOT completed an Indirect and Cumulative Effects Report on September 22, 2010 during
preparation of the 2011 FEIS. As discussed in the FEIS, project construction is not expected to
induce extensive development within the study area. It is expected that complementary land
development, such as highway oriented businesses will develop at a small scale near the site of
the proposed interchange and at the intersection of NC 58 and US 17. Based on the analysis
contained within the FEIS, very little development activity has taken place or is expected to
occur within the forseeable future, TIP Project R-2514 will not likely result in cumulative effects
on notable features of the human and/or natural environment.

14
U .S . ARMY CORPS OF ENGINEERS Form Approved-
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB No. 0710-0003
33 CFR 325. The proponent agency is CECW-CO-R. Expires: 31-AUGUST-2013
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions , searching
existing data sources , gathering and maintaining the data needed , and completing and reviewing the collection of information . Send comments regarding
this burden estimate or any other aspect of the collection of information , including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters , Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (071 0-0003). Respondents should be aware that notwithstand ing any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a curre ntly valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity .
PRIVACY ACT STATEMENT
Authorities : Rivers and Harbors Act , Section 10 , 33 USC 403; Clean Water Act , Section 404, 33 US C 1344; Marine Protection, Research , and Sanctuaries
Act , Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers ; Final Rule 33 CFR 320-332 . Principal Purpose : Information provided on
this form will be used in evaluating the application for a permit. Routine Uses : This information may be shared with the Department of Justice and other
federal , state, and local government agencies , and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary , however, if information is not provided the permit application cannot be eva luated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the prop osed activity must be attached to this application (see
sample drawings and/or 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 .
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2 . FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME 8 . AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First -Ric h ard Middle -w. Last -Hancock, P .E . First-Middle -Last-
Company -N C DOT -PDE A Company -
E-mail Address -E-mail Address -
6 . APPLICANT'S ADDRESS: 9. AGENT'S ADDRES S:
Address -15 9 8 Mail S ervice Center Add ress -
City -R a l e igh State-N C Zip -2 7699 Country-U SA City -State-Zip-Country -
7. APPLICANT'S PHONE NOs. w/AREA CODE 10 . AGENTS PHONE NOs . w/AREA CODE
a . Residence b. Business c . Fax a . Residence b. Business c . Fax
919-707-6 107
STATEMENT OF AUTHORIZATION
11 . I he reby authorize , to act in my behalf as my agent in the process ing of this application and to furnish, upon request ,
supplemental information in support of this permit application .
SIGNATURE OF APPLICANT DATE
NAME, LOCATION , AND DESCRIPTION OF PROJECT OR ACTIVITY
12 . PROJECT NAME OR TITLE (see instructions)
R -2514 B , C & D
13 . NAME OF WATERBODY, IF KNOWN (if applicable) 14 . PROJECT STREET ADDRESS (if applicable)
White O ak River , Goshen Bran c h , Trent River , D eep Gully & t r ibs . Address N/A
15. LOCATION OF PROJECT
Latitude : •N 34.90 6092 Longitude : •W -77.23 1402 City-State-Zip-
16. OTHER LOCATION DESCRIPTIONS , IF KNOWN (see instructions)
State Tax ParceiiD Municipality
Section-Township -Range-
ENG FORM 4345, JUL 2013 PREVIOUS EDITIONS ARE OBSOLETE . Page 1 of 3
17. DIRECTIONS TO THE SITE
See attached cover letter
18. Nature of Activity (Description of project, include all features)
US 17 improvements from Belgrade to New Bern Bypass. See attached cover letter.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
See attached cover letter.
USE BLOCKS 20-231F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Land clearing, grading, filling and utility relocations due to road and bridge construction.
21. Type{s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type
Amount in Cubic Yards Amount in Cubic Yards
See attached cover letter & permit drawings
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres See attached cover letter & permit drawings
or
Linear Feet
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached cover letter
ENG FORM 4345, JUL 2013
Type
Amount in Cubic Yards
Page 2 of 3
Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd .#
Onslow Jones US17
Subd ivis ion Name City State Zip
-
Phone No . Lot No .(s) (if many, attach additional page with Jist)
--ex t. ' ' ' '
a . In wh ich NC river basin is the proj ect located? b . Name of body of water nearest to proposed project
White Oak White Oak River
c . Is the water body identified in (b) above , natural or manmade? d . Name the closest m ajor water body to the proposed project site .
[81Natural 0Manmade DUnknown White Oak River
e . Is proposed work with in city limits or planning jurisdiction? f . If applicable , list the plann ing jurisdiction or city lim it the proposed
DYes C8]No work falls with in.
4. Site Description
a. Total length of shoreline on the tract (ft .) b . Size of entire tract (sq . ft .)
400 300 ,000
c . Size of individual lot(s) d . Approx imate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
' ' (If many lot sizes, please attach additional page with a list) 7' DNHW or C8]NWL
e . Vegetation on tract
Forested : red maple , royal fern , cinnamon fern , lizard's tail
f. Man -made features and uses now on tract
N/A
g . Identify and describe the ex isting land uses adjacent to the proposed project site .
Forested
h . How does local government zone the tract? i. Is the proposed proj ect consistent with the applicable zoning?
Onslow County : Rural agriculture; Jones County : (Attac h zoning co mp liance certificate , if applicable)
Agriculture-Residential & Rural Conservation DYes DNo ~NA
j . Is the proposed activity part of an urban waterfront redevelopment proposal? DYes C8:1No
k . Has a professional archaeological assessment been done for the tract? If yes , attach a co py. C8]Yes DNo DNA
If yes , by whom? • \' f · \1; ; : ~; t I : NCDOT, ES I
I. Is the proposed project located in a National Registered Historic District or ·does it involve a DYes C8:1 No DNA ., ' '.
National Register listed or eligible property?
<Form continues on next page>
252·-1308-2808 •• 1-888"-4-RCOAST .. www.nct:(}astalmanagement.net
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Channel Canal Boat Basin (NLW or
NWL)
Length
Width
Avg. Existing
Depth
Final Project
Depth
11. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
0CW __ 0SAV __ 0SB __
OWL __ 0None
(ii) Describe the purpose of the excavation in these areas:
12. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
DYes DNo DNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
0CW __ 0SAV __ 0SB
OWL __ 0None
(ii) Desoriee the purpose of disposal in these areas:
Other
Boat Ramp Rock Groin Rock (excluding
Breakwater shoreline
stabilization)
NA NA
NA NA
1:81 This section not applicable
b. Type of material to be excavated.
d. High-ground excavation in cubic yards.
1:81 This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
DYes 0No DNA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
DYes DNo DNA
(ii) If yes, how r:t'l'ICI:t water area is a!Wcted?
Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
< Form continues on back>
c . Type of culvert (construction material):
d . (i) Will proposed culvert replace an existing bridge?
If yes,
(ii) Length of existing bridge: __
(iii) Width of existing bridge: __
DYes 0No
(iv) Navigation clearance underneath existing bridge: __
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f . Length of proposed culvert : __
h. Height of the top of the proposed culvert above the NHW or NWL.
j . Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? DYes 0No
If yes, explaill.
3. EXCAVATION and FILL
a . (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? DYes 181No
If yes,
(ii) Avg . length of area to be excavated : __
(iii) Avg . width of area to be excavated : __
(iv) Avg . depth of area to be excavated : __
(v) Amount of material to be excavated in cubic yards : __
c . (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? 181Yes 0No
If yes ,
(ii) Avg . length of area to be excavated: 28 ft
(iii) Avg. width of area to be excavated : 1 00 ft .
(iv) Avg . depth of area to be excavated : 2 ft .
(v) Amount of material to be excavated in cubic yards: 396 cy
e. (i) Will proposed culvert replace an existing culvert?
If yes,
(ii) Len gt h of existing culvert(s): __
(iii) Width of existing culvert(s): __
DYes 0No
(iv) Heig ht of the top of the existing culvert above the NHW or
NWL:
(v) Will all , or a part of, the existing culvert be removed?
(Explai n )
g . Width of p ro posed culvert : __
i. Depth of c ulv ert to be buried below existing bottom contour.
k . Will the proposed culvert affect existing water flow?
DYes ONo
If yes, explai11.
D This section not applicable
b . (i) Will the pl acement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If a ny boxes are checked , provide the number of square
feet affect ed .
0CW 0SAV 0SB __
OWL __ 0None
(ii) Describe the purpose of the excavation in these areas :
Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following :
(i) Location of the spoil disposal area : To be determined by contractor
(ii) Dimensions of the spoil disposal area : N/A
(iii) Do you claim title to the disposal area? DYes DNo (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? DYes DNo
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
Dew DSAV OWL OSB DNone
If any boxes are checked , give dimensions if different from (ii) above . --~~~--~~-------------------------------------------
(vi) Does the disposal area include any area below the NHW or NWL? ? DYes DNo
If yes, give dimensions if different from (ii) above . --------------------------------------------------------------
e . (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? DYes 181No
If yes,
(ii) Avg . length of area to be filled:
(iii) Avg. width of area to be filled : __
(iv) P~rpose of fill :
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? 181Yes DNo
If yes,
(ii) Avg . length of area to be filled : 1850 ft .
(iii) Avg. width of area to be filled: 180 ft .
(iv) Purpose of fill: Proposed Roadway
,4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? 181Yes DNo
If yes, explain: See attached utility narrative
If this porlion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or cerlification.
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (othe r than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected .
0CW ____ 0SAV ____ 0SB
181WL 872 DNone
(ii) Describe the purpose of the excavation in these areas :
b. Will the proposed project require the construction of any temporary
detour struct ures? DYes 181No
If yes, explain :
<Form continues on back>

The 4B meeting began with Paul Atkinson (NCDOT) giving a brief overview of the project and that he would
go through the project sheet by sheet.

Sheet 4:

Wetland 241: There is a small portion of wetland impacted by the proposed fill slope at approximately -L- Sta.
23+00 RT. Hydraulics is proposing ending a ditch at the wetland boundary without any
additional impacts to the wetland. There were no comments associated with this wetland.
Sheet 5:

Wetland 241: The edge of this wetland is being impacted by the proposed fill slope in the wetland from -L- Sta.
23+00 to 28+50 RT. Hydraulics is proposing ending a ditch at the wetland boundary without any
additional impacts to the wetland. There were no comments associated with this wetland. This
site is a continuation of the previous sheet.
Wetland 242: This is a total take of this wetland due to fill from the -L- alignment. There were no comments
associated with this wetland.

Sheet 6:

Wetland 2: There were no comments associated with this wetland and no impacts are anticipated.

Sheet 7:

Wetland 30: No impacts are anticipated with this wetland.
Wetland 31: Division 2 asked whether the proposed ditch should end at the wetland boundary. Hydraulics
stated that the proposed ditch is tying into an existing ditch that goes through the wetland
currently.
Wetland 32: USACE requested that Hydraulics avoid ditching through this wetland which is surrounded by the
new -L- and -Y1- alignments and the existing US 17. Hydraulics will investigate ending the ditch
at the wetland boundary.

Sheet 8:

Wetland 27: This is a large wetland that is being divided by the -L- alignment. Hydraulics is proposing two
36” RCP Equalizer Pipes without headwalls that are not to be buried to allow water to flow freely
between the wetlands. USACE requested that Hydraulics include the rip rap at the median
drainage outlet in the wetland at -L- Sta. 74+27 RT as permanent impacts.

Sheet 9:

No impacts/comments.

Sheet 10:

Wetland 26: This wetland is crossed by both the -L- and -Y2A- alignments. Hydraulics proposed the use of
toe protection in the wetland at approximately -Y2A- Sta. 30+50 to 31+40 RT. and -L- Sta. 99+50
to 101+25 LT. USACE requested for ditches to end before reaching the wetlands instead of
ditching through the wetland as Hydraulics had proposed. USACE asked for bank stabilization at
bend in Cotman’s Branch at outlet of 60” RCP cross pipe under -Y2A- Sta. 31+50.

Sheet 11:

No impacts/comments.

Sheet 12:

Wetland 22: This wetland site is being impacted by fill from the new alignment of -Y2D-. There were no
comments associated with this wetland site.
Wetland 24: This wetland site is impacted by the cut from the -L- alignment and the fill from the -Y2D-
alignment. Hydraulics is proposing ending a ditch at the wetland boundary with no additional
impacts. USACE requested that the wetland would be a total take between the two alignments. It
was agreed that these impacts would be reflected as a total take of the sliver between the two
alignments at -L- Sta. 129+00 RT.

Sheet 13:

Wetland 44: This is a wetland site that is being impacted by fill from the -L- alignment. There were no
comments associated with these impacts.
Wetland 245: This wetland is a drainage ditch that is crossed by the -L- alignment. Hydraulics is proposing a
cross pipe at this location. Hydraulics has also proposed ending a ditch at the wetland boundary,
but not causing any additional impacts. There were no comments associated with this wetland
site.

Sheet 14:

Wetland 45: This site involves Higgin’s Branch which is jurisdictional. The stream is being spanned with a
bridge of yet to be determined length. The impacts will be due to the piers and rip rap at the end
abutments of the proposed bridge. This large wetland is crossed three times by the proposed
alignment. Hydraulics is proposing two 36” RCP equalizer pipes to be installed. USACE and
Division 2/3 requested that equalizer pipes not be buried and that the equalizer pipe at -L-
centerline Sta. 158+00 have a reduced skew. Division 3 also mentioned there being a safety issue
with pipes extending out beyond the fill. Hydraulics will reexamine the skew angle of the
equalizer pipes.

Sheet 15:

Wetland 42: This wetland site is being impacted by the fill from the proposed alignment at Sta. 163+00 RT.
Hydraulics is proposing day-lighting two ditches into this wetland from either side. There were
no comments associated with this wetland.
Wetland 45: This site is continued from the previous sheet.
Wetland 46: This site involves the White Oak River which is jurisdictional. The river will be spanned with a
bridge of yet to be determined length. The impacts will be due to the piers and possibly the rip
rap at the abutments of the proposed bridge. USACE asked if lengthening the bridge would affect
the roadway grade, which Roadway stated that it would not have an effect. PDEA stated that the
proposed bridge is already 30’ longer than the previously-agreed length.

Sheet 16:

Wetland 46: This site continues from the previous sheet. DWQ asked about bridge drainage to which
Hydraulics said that deck drains would not discharge directly into the water.

Sheet 17:

No impacts/comments.

Sheet 18:

Stream W21: This stream is a large jurisdictional stream that is crossed several times by the proposed
alignment. Hydraulics is proposing realigning the stream where it is impacted by the proposed
fill slope. Where the alignment of -Y3A- crosses the stream, Hydraulics is proposing a cross pipe
at this location. There will be rip rap protection at the outlet of the cross pipe. USACE requested
that headwalls be placed on the cross pipe no matter the size. DWQ was concerned with the slope
of the stream realignment. Hydraulics will design the slopes to match existing conditions where
possible.

Sheet 19:

Stream W21: This is a continuation of the site from the previous sheet. On this portion of W21, the proposed
roadway alignment completely covers the stream requiring realignment. DWQ asked that the
cross pipe at -L- centerline Sta. 220+00 have the skew improved to prevent an abrupt angle into
the ditch at the outlet. USACE asked about the size of the cross pipe. Hydraulics has yet to
determine the size of the cross pipe, and will also investigate the possibility of improving the
skew of the pipe. Hydraulics also proposed rip rap at the toe of fill in the channel, -L- Sta.
215+50, to stabilize the banks where the existing channel is being filled and the new channel ties
back in to the existing.

Sheet 20:

Stream W21: This is a continuation of the site from the previous sheets.
Wetland 49: This wetland is being crossed by the proposed alignment. There are no hydraulic structures
involved with this site on this project which adjoins R-2514C. There were no comments
associated with this site.

Sheet 21:

No impacts/comments.

Sheet 22:

Wetland 26: This site is the continuation of a site from sheet 10. This site involves a jurisdictional stream.
The stream and wetland are being impacted by the fill from the proposed alignment. Hydraulics
is proposing a realignment of the stream where it is cut off by the proposed roadway fill. USACE
requested that Hydraulics armor the bank of the stream at the location of fill, to which Hydraulics
noted that the armor had gotten erased during revisions and rip rap was added to the plans at the
meeting.

Sheet 23:

USACE noted that there is a conflict with flow arrows located in a non-jurisdictional stream. Hydraulics will
investigate further.

General Comments:

USACE requested a copy of the Hydraulics proposed drainage plans used during the 4B meeting. Copies were
provided to participants by email on 10/12/12.
DWQ asked for grass lined ditches to be used if possible.

PA/crl

The 4C meeting began with Paul Atkinson (NCDOT-Hydraulics) giving a brief introduction of the project
and handing out permit sheets that had changed since the original drawings had been posted, including the
showing of work bridges. Paul went through the penn it drawings, discussing each permit site by plan
sheet. Specific comments are listed below by roadway plan sheet number.
Sheet 4-6:
No comments
Sheet 7:
Paul Atkinson stated that Site 3 in the 4B meeting was originally planned to have a ditch through the
wetlands and it was asked if the ditch could be moved. Paul confirmed that the ditch was shifted outside
of the wetlands and no longer runs through it. In addition, Site 4 also had a ditch that originally ran
through the wetlands in the 4B plans and Paul confirmed that the ditch was also shifted outside of the
wetlands.
Sheet 10:
Paul Atkinson stated, for Site 6, there were two ditches that originally were shown running through the
wetlands in the 4B meeting to which USACE requested that Hydraulics avoid ditching through the
wetlands. Hydraulics replaced the ditches with toe protection to prevent erosion of the fill material in the
final design. In addition, Paul mentioned that bank stabilization was added to both ends of the pipes.
Sheet 12:
No comments
Sheet 13:
Paul Atkinson stated, for Site 9, the pipe is not buried I' because it is not in a jurisdictional stream. Tom
Steffens (USACE) asked if impacts were calculated to include inlet and outlet structures on the 48" pipe.
Paul Atkinson said that the rip rap pad was counted as permanent and some temporary impacts beyond
that.
Sheet 14:
David Wainwright (NCDWR) asked what the difference was for Site 10 in the updated drawings
compared to what was in the original drawing. Christopher Lewis (NCDOT-Hydraulics) said that the
only change was that the updated drawing shows the temporary work bridge. Steve Sollod (NCDCM)
asked if that could be updated online as well. Paul Atkinson said that the permit package would be
updated online and everyone would be notified when the changes are available.
Sheet 15 & 16:
Paul Atkinson stated that in the 4B meeting, Hydraulics anticipated the need for deck drains, but was able
to eliminate the need for deck drains during final design for the bridges over the White Oak River and
Higgins' Branch.
Sheet 18:
Paul Atkinson asked if the drawing showing "Permanent Surface Water Impacts" is correct for Site 13 as
shown. Tom Steffens said to call it permanent impacts due to the amount of work being done. There was
then a group discussion about the relocation of the canal at Site 13. A conclusion was drawn that where
there is pipe or rip rap permanent impacts should be shown and if there is no pipe or rip rap, and the new
channel has similar geometry to the existing, those impacts should be counted as relocation in a note on
the Wetland Impact Summary Sheet.
Sheet 19
David Wainwright asked if the 18" and 84" pipes that meet at the ditch at Site 14 have high velocities and
if so, would that be a cause of concern for scour. Chris Lewis said that there should not be any issues
with the velocities at the outlets of the pipes. The 18" pipe is replacing an existing 15" Corrugated Metal
Pipe which currently trickles out water. In addition, the 84" pipes are laid extremely flat and function
more for water storage.
Sheet 20-21:
No comments
Sheet 22:
Chris Rivenbark (PDEA-NES) posed the question to the group about counting impacts at Site 16 as
relocation. It was decided that the impacts should be counted as pennanent impacts due to one bank
being lined with rip rap.

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE EUGENE A. CONTI, JR.
GOVERNOR SECRETARY

June 28, 2012

To: Brian Yamamoto
Chris Militscher
Chris Rivenbark
David Wainwright
David Harris
Ed Eatmon
Gary Jordan
Jim Speer
Omar Azizi
Ron Lucas
Steve Sollod
Travis Wilson
Thomas Steffens

From: John W. Twisdale, Jr., PE
Assistant State Hydraulics Engineer - TIP

Subject: Draft Minutes from the Hydraulic Design Review “4B” Meeting for R-2514C:
US 17 from North of Maysville to South of NC 58 in Jones County.

The “4B” Meeting for R-2514C was held on June 20, 2012 from 11:00 AM to 12:30 PM at the
NCDOT Hydraulics Unit Conference Room at the Century Center Complex in Raleigh, NC. The
following were in attendance:

Team Members: Thomas Steffens, USACE (PRESENT)
Gary Jordan, USFWS (PRESENT)
Travis Wilson, NCWRC (PRESENT)
Steve Sollod, NCDCM (PRESENT)
David Wainwright, NCDWQ (PRESENT)
Chris Militscher, EPA (PRESENT)
Ron Lucas, FHWA (ABSENT)
Jay Twisdale, NCDOT Hydraulics (PRESENT)

Support Staff: David Harris, NCDOT REU (ABSENT)
Jim Speer, NCDOT Roadway (PRESENT)
Omar Azizi, NCDOT Structures (PRESENT)
Brian Yamamoto, NCDOT PDEA (ABSENT)
Chris Rivenbark, NCDOT NES (PRESENT)
Ed Eatmon, NCDOT Division (PRESENT)

Participants: Amy Simes, NCDENR (PRESENT)
Karen Compton, USFS (PRESENT)
Art McMillan, NCDOT Hydraulics (PRESENT)
Brook Anderson, NCDOT Hydraulics (PRESENT)
Rachel Evans, NCDOT Hydraulics (PRESENT)
Danny Gardner, NCDOT Roadway (PRESENT)
Travis Potts, NCDOT Roadway (PRESENT)
Gordon Cashin, NCDOT NES (PRESENT)
Mark Pierce, NCDOT PDEA (PRESENT)
Mark Staley, NCDOT REU (PRESENT)
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
HYDRAULICS UNIT
1590 MAIL SERVICE CENTER
RALEIGH NC 27699-1590

TELEPHONE: [phone]
FAX: [phone]

WEBSITE: WWW.NCDOT.ORG/DOH/
LOCATION:
CENTURY CENTER COMPLEX
BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC

Meeting Minutes

The meeting was conducted by Jay Twisdale, NCDOT Hydraulics Unit. He began the meeting with
introductions and a brief overview of the project. He stated that the design is at 30%
completeness and that the conceptual drainage design has been reflected with a lateral 3 foot
base ditch that has a 5 foot berm. Jay continued the meeting by discussing the drainage layout on
each plan sheet with an emphasis on jurisdictional sites and wetland areas. Below are the specific
comments and discussions for each plan sheet.

Sheet 4-8

Jay Twisdale stated that the intent of the drainage design is to maintain existing drainage patterns
and to minimize wetland impacts. He noted that this section of the project has a conceptual
design reflected as a lateral 3 foot base ditch with a 5 foot berm on the western side of the project
in order to reestablish the existing drainage pattern in that area. He also noted that the Croatan
National Forest is directly adjacent to the eastern side of the project at this section of the project.
He stated that there are no proposed ditches along the eastern side to minimize wetland impacts.

Sheet 9

Jay Twisdale stated that this plan sheet is similar to the previous five plan sheets. He mentioned
that there was a transition in this area to a v ditch. He also stated that there are no proposed
ditches on the eastern side of the project to minimize impacts to the wetlands that are part of the
Croatan National Forest. He also mentioned that there will be some proposed ditch work on the
western side of the project at the tie-in for –DRV2A- in order to maintain existing drainage flows of
those ditches associated with the privately owned drive.

Tom Steffens asked if the ditches on the western side would really be causing the impacts as
represented on the plans. Jay Twisdale responded that the design has not been completed and
that he anticipates that wetland impacts will be less. It was agreed that the actual wetland impacts
will be reviewed during the permit review.

Travis Wilson expressed his concerns over the controlled access and animal fence limits. He
stated that the current fence schematic could cause animals to be trapped on the roadway due to
the western side fencing being shorter than the eastern side. He stated that he wants both sides
to be the same length and in line with each other. Travis Wilson recommended that for safety
reasons the eastern side fencing be shortened to match the proposed western side fencing
length. Karen Compton agreed with him that this was the best option considering that the western
side could not be extended.

Sheet 10

Jay Twisdale stated that there are no proposed ditches on either side of the road to minim ize
wetland impacts in this area. He also stated that the existing privately owned road on the western
side of the project has roadside ditches that are functioning and flowing away from the project fill.

Someone posed a question concerning access for the fill slope which is shown outside of the
proposed right of way and control access fence at the Croatan National Forest. Mark Pierce
responded that he was certain that we have access to the fill slope. Karen Compton agreed.

Sheet 11

Jay Twisdale stated that there are no proposed ditches on the eastern side of the project in order
to minimize wetland impacts. He also stated that proposed ditches will be picked up again on the
western side in order to maintain existing drainage patterns.

Mark Pierce requested that Omar Azizi discuss the wildlife crossing. Mark also stated that he
believes that what has been designed far exceeds the original commitment. Omar Azizi stated
Page 2 of 6

that the crossing will be 120 feet in length from fill face to fill face and exceeds the minimum 60
foot requirement from toe of fill to toe of fill. Mark Pierce added that the actual toe of fill to toe of
fill distance will be approximately 75-80 feet. Jay Twisdale asked what the vertical clearance of
the structure will be. Omar Azizi responded that it will be 10 feet.

Sheet 12

Jay Twisdale stated that this plan sheet was similar to previous. He stated that there are no
proposed ditches on the eastern side of the project in order to minimize wetland impacts. He also
stated that proposed ditches will be continued on the western side in order to maintain existing
drainage patterns. He mentioned that this is where the completed design begins and that details
are shown for clarification.

Travis Wilson had same comment for fences and recommended that the eastern side fencing be
shortened to match the proposed western side fencing length.

David Wainwright asked why the 36” RCP was being buried 0.5 feet especially since it was not in
a jurisdictional area. Steve Sollod made the comment that this was not a CAMA county. Brook
Anderson responded that it was designed to be buried because wetlands were present. There
was some discussion over it needing to be buried and Jay Twisdale agreed that the pipe could be
raised.

Sheet 13

Jay Twisdale stated that this plan sheet was similar to previous. He stated that there are no
proposed ditches on the eastern side of the project in order to minimize wetland impacts. He also
stated that proposed ditches will be continued on the western side in order to maintain existing
drainage patterns.

Tom Steffens asked about the dimensions and depths of the proposed ditches. Brook Anderson
responded that the topography is very flat and that the proposed ditches have similar slope, depth,
and capacity of existing ditches. Tom Steffens asked if there will be outlet protection at the ends
of pipes. Jay Twisdale responded that there will be rip rap outlet protection.

Sheet 14

Jay Twisdale stated that this plan sheet was similar to previous pages. He stated that proposed
ditches will be continued on the western side in order to maintain existing drainage patterns. He
also stated that this page is where the wetlands end and proposed ditches would begin on the
eastern side of the project at the edge of the Blue Rock Structures property line. Steve Sollod
asked if this ditch was tying to an existing ditch. Brook Anderson confirmed that the proposed
ditch picks up the existing ditch that runs along the property line and conveys this flow down the
proposed ditch which maintains existing drainage flow.

David Wainwright brought up that the drainage divide between the White Oak and the Neuse
River basins was located approximately in the middle of this plan sheet.

Sheet 15

Jay Twisdale stated that on this plan sheet proposed ditches will be used to maintain existing
drainage patterns. Ditches will not be used in wetlands on the eastern side to minimize wetland
impacts. No other comments were made.

Sheet 16

Jay Twisdale stated that on this plan sheet proposed ditches are being used to maintain existing
drainage patterns. He stated that there will be a channel change to the jurisdictional stream at
approximately station 182+00 right. Tom Steffens was concerned that the pipe located near the
Page 3 of 6

channel change would be capturing the flow of the jurisdictional stream and re-routing it across
the roadway to the western side of the project. Jay Twisdale responded that the invert elevations
of the pipe are set to prevent that. The pipes inverts allow for positive drainage and prevent
backflow from the jurisdictional stream. He also mentioned the pipe at approximately station
181+00 and the one located at approximately 173+00 would work in parallel to convey water to
the jurisdictional stream and away from the roadway.

David Wainwright requested that the buffer zones be arched at the beginning of the jurisdictional
stream. Brook Anderson commented that we usually stop the buffer zones at the toe of fill. Chris
Rivenbark commented that arched buffer zones were done in the past but currently we do not do
it; he also stated that even if the buffer zone is arched around the beginning of the jurisdictional
stream those areas beyond the toe of fill would be exempt. After some discussion, Jay Twisdale
agreed to arch the buffer zone around the end of the jurisdictional stream.

David Wainwright expressed his concerns about the channel relocation of the jurisdictional stream
and the rip rap used to line the side slopes. He asked if it was possible to shorten the impacts to
this section of the stream. Jay Twisdale responded that this channel change was designed to
minimize impacts. The channel change is located 10 feet from the toe of fill.

Sheet 17

Jay Twisdale stated that on this plan sheet proposed ditches are being used to maintain existing
drainage patterns. He stated that there is a jurisdictional stream at station 195+00 right that
proposed ditches will be impacting. This stream has vertical side slopes due to wooden retaining
walls that have been installed from the existing roadside ditches to some distance (it extends 380
feet) downstream. Jay Twisdale stated that the retaining wall structure will be removed within our
right of way and a rip rap lined standard base ditch will be used as a tail ditch to tie into the
jurisdictional stream.

David Wainwright requested that the buffer zones be arched at the beginning of the jurisdictional
stream. Jay Twisdale agreed to arch the buffer zone 50 feet around the end of the jurisdictional
stream.

Tom Steffens is concerned about the 24” CMP located just downstream of the 36” RCP located at
station 191+34. Jay Twisdale responded that beyond the right of way line it is the downstream
property owner’s obligation to convey water. Tom Steffens asked if this implies that more water
was being added to this stream. Brook Anderson and Jay Twisdale confirmed that the water being
conveyed to the stream matches the existing drainage patterns.

David Wainwright asked what type of lining will be used in the roadside ditches. Jay Twisdale
responded that all roadside ditches will be grass lined. David Wainwright approved of this.

Sheet 18

Jay Twisdale verified that there are no jurisdictional streams or wetlands. No other comments
were made.

Sheet 19

Jay Twisdale verified that there are no jurisdictional streams or wetlands. No other comments
were made.

Sheet 20

Jay Twisdale verified that there are no jurisdictional streams or wetlands.
Tom Steffens expressed his concern that there was no driveway tie for a property owner near
station 226+00 left. Danny Gardner confirmed that there is no driveway tie because this area is
controlled access. Mark Pierce commented that there was a driveway tie on the plans earlier in
Page 4 of 6

the planning. Jay Twisdale and Ed Eatm on wrapped up the discussion that this is a matter for
right of way and that options for this property include buying the property or providing a service
road.

Sheet 21

Jay Twisdale verified that there were no jurisdictional streams or wetlands. No other comments
were made.

Sheet 22

Jay Twisdale stated that on this plan sheet proposed ditches will be used to maintain existing
drainage patterns and that no ditches will be used in wetlands to minimize impacts. He stated that
at the site of the proposed equalizer pipe, which is located in the middle of the wetland, that either
the ditches need to continue through the wetland or toe protection should be used on the fill slope.
Tom Steffens commented that he would prefer the use of toe protection on the fill slope. He also
stated that the equalizer pipe should be sized appropriately and that the ditches should end before
the wetlands.

Sheet 23

Jay Twisdale stated that on this plan sheet proposed ditches will be used to maintain existing
drainage patterns and that ditches will not be used in wetlands to minimize wetland impacts. Tom
Steffens expressed his concern about the proposed ditch on the eastern side of the project
impacting a wetland (this is at station 269+40 RT). Jay Twisdale stated that the drainage
proposed in this section of the project is still conceptual and has not been designed yet. He also
commented that the ditch could be shortened so it would not drain the wetland. Jay Twisdale also
stated there appears to be a natural crest at station 270+70 RT and it may be possible to put the
ditch crest there draining some water back to the wetland. Tom Steffens stated that he would
prefer if the ditch crest occur at that location and allow for some water to drain back to the
wetland.

Sheet 24

Jay Twisdale verified that there were no jurisdictional streams or wetlands. No other comments
were made.

Sheet 25

Tom Steffens asked if a parallel stream located at the end of the project was a jurisdictional
stream. Jay Twisdale, Brook Anderson, and Rachel Evans confirmed that this parallel stream was
not a jurisdictional stream, but that it would drain to a perpendicular stream that is a jurisdictional
stream and which is located at the beginning of R-2514D. No other comments were made.

Sheet 26

Jay Twisdale stated that on this plan sheet proposed ditches will be used to maintain existing
drainage patterns and ditches will not be used in wetlands to minimize wetland impacts. Some
discussion arose over the purpose of this driveway upgrade which was separate from the rest of
the project. Mark Pierce confirmed that this had been secured with the property owners. Karen
Compton confirmed that this was to replace access that will be lost when the project cuts off the
existing access via Forest Service Road #204 further north on US 17.

Sheet 27

Jay Twisdale verified that there were no jurisdictional streams or wetlands. No other comments
were made.

Page 5 of 6

Discussion on Wildlife Crossings

Gary Jordan brought up the topic of the wildlife crossing. He wanted to clarify whether or not
animal fencing was proposed for underneath the wildlife crossing. Jim Speer, Danny Gardner, and
Mark Pierce clarified that the fencing was shown on the plans and would continue underneath the
crossing and tie into the proposed animal fencing on the opposite side of the roadway.

Travis Wilson requested if larger pipes could be used in the area to aid with wildlife crossings at
fill embankments. He stated that these pipes should have micro-topography which means they
would need to be backfilled and could not use 36” pipes or smaller. Mark Pierce commented that
this has been talked about in the past. He thinks that there should be coordination and guidance
on this matter. All are in agreement that the grade should not be raised for these additional pipe
crossings. Gary Jordan commented that these pipes are very necessary for the crossings of
reptiles and amphibians in these areas, especially wetland areas. He mentioned Dennis Herman
as a good resource. Someone mentioned that the Oak Island Project has many good examples of
this style of wildlife crossing though there are significant differences between the two facilities.

It was also decided that there should be another meeting to focus on the design of these
additional wildlife pipe crossings, specifically spacing, sizing, day lighting, climate/moisture, etc.
Those that need to be included in this meeting were specified as Jay Twisdale, Karen Compton,
Gary Jordan, Travis Wilson, and Dennis Herman. Danny Gardner agreed to provide pdf files to
Hydraulics Unit of the subject area. Consensus was reached that a meeting should be scheduled
when the participants would already be in town for another meeting. PDFs of the proposed plans
in this area of the project have been sent to Karen Compton, Gary Jordan, and Travis Wilson.

cc: Amy Simes
Karen Compton
Art McMillan
Jay Twisdale
Brook Anderson
Rachel Evans
Danny Gardner
Travis Potts
Gordon Cashin
Mark Pierce
Mark Staley

Page 6 of 6

The 4C meeting began with Paul Atkinson (NCDOT) giving a brief introduction of the project. Paul went
through the permit drawings, discussing each permit site by plan sheet. Specific comments are listed
below by Roadway plan sheet number.
Sheets 4&5:
No comments
Sheet 6:
Ed Eatmon stated that the pond on parcel 20 may need to be filled for utilities or controlled access
fencing. Chris Rivenbark said utility plans are not yet complete. David Wainwright said if the pond was
filled, the surface water impact would be non-mitigable and to include footnote on summary sheet.
Sheets 7&8:
No comments
Sheet 9:
There was general discussion concerning the wildlife crossing construction and limits of the wildlife
crossing fence. Gary Jordan stated woody debris would not be required in the 48" pipes, only in the larger
72" pipes. Ed Eatmon recommended putting a specification in the contract specifYing which pipes are to
be backfilled and what type of material is to be used.
Sheets 10-15:
No comments
Sheet 16
There was a group discussion about Site I and whether the buffer zones should be arced around the
beginning of the stream. The buffers are currently shown ending at the edge of existing transportation
facility. The discussion ended with David Wainwright stating he would get back to NCDOT Hydraulics
on the topic. It was decided after the meeting that the buffer zone lines will be shown arcing around the
end of the pipe but impacts will not be shown under the existing roadway facility.
Sheet 17
David Wainwright stated that Site 19, where the retaining wall is being replaced with rip rap, can be
shown as temporary impacts. In addition, he said hatching could be removed from areas within the buffer
zone that are already impacted due to existing buildings or concrete/asphalt driveways.
Paul Atkinson stated the TDE at Site 19 had been added after the permit drawings had been completed for
the meeting. An additional lOft of temporary surface water impacts will be added and the buffer zone
impacts will include this area for the final drawings.
Sheets 22&23:
No comments
Sheet 26:
No comments
General Comments:
Karen Compton asked for a separate Summary Sheet just for Forestry Service impacts. Chris Rivenbark
said he could provide one for her.
Draft Minutes of the 30% Hydraulic Design Review (4B) Meeting on June 20, 2012 for R-2514D. US 17 From
South of NC 58 to the New Bern Bypass in Jones And Craven Counties.

Participant: Team Members Other Attendees
Randy Henegar, NCDOT Hydraulics (present) Art McMillan, NCDOT Hydraulics
Thomas Steffens, USACE (present) Gordon Cashin, PDEA-NES
Gary Jordan, USFWS (present) Tim Coggins, Structures Management
Travis Wilson, NCWRC (present) Mark Pierce, NCDOT Project Development
David Wainright, NCDWQ (present) Mark Staley, NCDOT-REU
Ron Lucas, FHWA (present) Marc Shown, Hydraulics
Chris Militscher, USEPA-Raleigh (present) Jonathan Moore, Hydraulics
Steve Sollod, NCDCM (present) Danny Gardner, Roadway Design
Support Staff
Brian Yamamoto, PDEA (absent)
Chris Rivenbark, PDEA-NES (present)
David Harris, REU (absent)
Ed Eatmon, Division 2 (present)
Jim Speer, Roadway Design (present)
Omar Azizi, Stuctures Management (present)

The 4B meeting held on 6-20-12 began with introductions and Randy Henegar (NCDOT) giving a brief overview of
the project and that he would go through them sheet by sheet.

Mr. Henegar then started a project review at sheet 4.

Sheet 4:

Site I. There is one buffered jurisdictional stream @ Station 303+00. It will be conveyed with a 48” RCP.

Sheet 5:

Site I continues. No further Impacts.

Sheet 6:

Site II. A wetland is being impacted @ Station 323+00. The drainage at this site has yet to be finalized.

Sheets 7&8:

No Impacts.

Sheet 9:

Site III. Goshen Branch is a buffered jurisdictional stream that will be spanned with a bridge. The bridge length has
not been finalized.

Sheets 10&11:

Site IV. This site involves the Trent River which is both buffered and jurisdictional. The river and the adjacent
wetlands will be spanned with a bridge of yet to be determined length. The impacts will be due to the piers. There
was some question as to the skew of the piers. The pier skew will be addressed and the best fit will be used.

Sheet 12:

No Impacts.

Sheet 13:

Site V. A wetland is being impacted @ Station 432+70. A 36” RCP is proposed at this site.

Sheet 14:

Site VI. This is a wetland site where the wetland is being crossed twice by the proposed alignment. The first
crossing @ Station 439+00 is being filled and there is no proposed drainage structure associated with
this fill. The second crossing is @ Station 445+00 and has a 36” RCP associated with the fill.
Hydraulics will investigate the need to fill in at the inlet to prevent water from ponding against the
fill slope.

Sheet 15:

Site VII. There is a small wetland impact @ Station 458+00. It was requested that Hydraulics when reconnecting
the ditches maintain a minimum depth and slope in order to not drain the wetlands. Hydraulics will tie
to existing ditch elevations and the ditches will have minimal slopes.

Sheet 16:

Site VIII. A wetland is being impacted @ Station 463+00. A 36” RCP equalizer pipe will be installed.

Site IX. This site involves a buffered jurisdictional stream and an adjacent wetland @ Station 474+00.
A 54” RCP is being proposed.

Sheet 17:

Site IX. This site is continued from previous sheet.

Site X. A wetland is being impacted @ Station 478+00. A 36” RCP equalizer pipe will be installed.
There was discussion as to whether the pipe could be installed perpendicular to the roadway
and the two sides connected with a ditch. It was requested that Hydraulics propose the pipe
on a skew.
Sheet 18:

Site XI. A wetland is being crossed twice by the proposed alignment. A 36” RCP equalizer pipe will be
installed at each location.

Sheet 19:

Site XII. A wetland is being laterally impacted @ Station 505+00. There is no drainage structure
associated with this impact.

Sheet 20:

Site XIII. This site involves a jurisdictional stream and an adjacent wetland @ Station 520+00. A 36” RCP
is being proposed. NES will determine if the stream is buffered and contact Hydraulics.

Site XIV. There is one buffered jurisdictional stream and an adjacent wetland at this site. The wetland will be
a total take and the drainage structure for the stream has yet to be determined.

Sheet 21:

Site XIV. This site is being continued from previous sheet.

Site XV. There is a jurisdictional stream being impacted at this site. The drainage structure has yet to be determined.
NES will determine if the stream is buffered and contact Hydraulics.

Sheet 22:

Site XVI. A wetland is being crossed @ Station 550+00. There will be one or more 36” RCP equalizer pipes
installed at this site.

Sheet 23:

Site XVII. A wetland is being impacted @ Station 562+50. There is no drainage structure associated with
this impact. The wetland remnant between the –L- line and the service road will be considered
an impact.

Sheet 24:

No Impacts.

Sheet 25:

Site XVIII. A wetland is being crossed twice at this site by both the –L- line and the service road. At the first
crossing two 24” RCP equalizer pipes are proposed under the service road (due to cover) and a
36” RCP equalizer pipe is proposed under the –L- line. At the second crossing 36” RCP
equalizer pipes are proposed under the service road and –L- line. The wetland remnant
between the service road and –L- line at this crossing will be considered impacted.

Sheet 26:

Site XIX. A buffered jurisdictional stream and an adjacent wetland will be impacted. The drainage structure has
yet to be determined.

Site XX. A small wetland is being impacted by –Y10RPA-. It will be a total take.

Sheet 27:

Site XXI. Deep Gully is a buffered jurisdictional stream. There is an adjacent wetland and both will be spanned
With a bridge on –Y10RPA-. The only impacts will be due to bridge piers. There is some concern about
the condition of a ditch draining to Deep Gully from the southeast. Hydraulics will investigate.

Sheets 28-33:

No Impacts.

Draft Minutes of the Wetland Permit Drawing Review (4C) Meeting on March 13, 2014 for R-2514D. US 17
From South of NC 58 to the New Bern Bypass in Jones And Craven Counties.

Participant: Team Members Other Attendees
Randy Henegar, NCDOT Hydraulics (present) Johnny Metcalfe, NCDOT Division 2
Thomas Steffens, USACE (present) Gordon Cashin, PDEA-NES
Gary Jordan, USFWS (absent) Terry Clelland, Structures Management
Travis Wilson, NCWRC (present) Chris Underwood, NCDOT -NES
David Wainright, NCDWQ (present) Mark Staley, NCDOT-REU
Ron Lucas, FHWA (absent) Marc Shown, Hydraulics
Chris Militscher, USEPA-Raleigh (absent) Jonathan Moore, Hydraulics
Steve Sollod, NCDCM (absent) Danny Gardner, Roadway Design
Support Staff Colin Mellor, NCDOT-NES
Brian Yamamoto, PDEA (present) Matthew York, Hydraulics
Chris Rivenbark, PDEA-NES (present)
David Harris, REU (absent)
Ed Eatmon, Division 2 (absent)
Jim Speer, Roadway Design (present)
Omar Azizi, Stuctures Management (absent)

The 4C meeting held on 3-13-14 began with introductions and Randy Henegar (NCDOT) giving a brief overview of
the project. He also noted that on 5/16/13 there was an Informational Meeting at which was discussed the taking the
–L- line over SR 1337 (Goshen Road) and the reconfiguration of the bridge over the Trent River in order to get more
effective area under the structure. The latter of these revisions included an additional wetland impact. The permit
was then reviewed site by site.

Mr. Henegar then started a permit review at Site 1.

Site 1:

Hydraulics will label and provide a detail for the bank stabilization at the end of the 48” RCP. There will be no rip-
rap placed in the bottom of the stream. This will be the case at all other locations requiring bank stabilization
throughout the permit.

Site 2:

This wetland site will be a total take. It was requested that the areas outside of the impacts not be hatched as fill, but
be included in the area shown on the summary sheet. A note will be added to the summary sheet that this wetland is a
total take.

Site 3:
It was requested that 5 ft. of mechanized clearing be shown around the proposed piers in the wetland. Hydraulics will
add to drawings and revise summary sheet. It was also noted that the two 48” pipes under the soil road to the
cemetery would be replaced with a 2@ 8’ x 8’ RCBC.
Site 4:

It was requested that 5 ft. of mechanized clearing be shown around the proposed piers in the wetland. Hydraulics will
add to drawings and revise summary sheet. This is the site where the Trent River bridge has been reconfigured, as
previously noted.

Site 5:

This site involves installing a 36” RCP equalizer pipe. Hydraulics indicated that the inverts of this pipe would not be
buried. This will be the case for all equalizer pipes in this permit.

Site 6:

No Comments.

Site 7:

No Comments.

Site 8:

A question arose as to why there was not an equalizer pipe at this site. Hydraulics indicated that the runoff in this
area drains predominantly away from the proposed roadway. The wetland remnant on the East side of the roadway
will be considered a take and the impacts and a note will be added to the summary sheet.

Site 9:

Hydraulics noted that there will be bank stabilization at the outlet of the 54” RCP and that it will be labeled and a
detail added.

Site 10:

There was a question about the toe protection on the west side of the roadway between Sites 9 & 10. Hydraulics
stated that the toe protection was needed to protect the fill from erosion due to adjacent runoff. The 5’ berm has been
added to force the runoff toward the respective pipes at the two sites.

Site 11:

No Comments.

Site 12:

Hydraulics noted that the feature being conveyed through the 30” RCP @ STA. 502+00 was not a JS stream. There
were no additional comments at this site.

Site 13:
Hydraulics indicated that TDE at the 36” RCP outlet will be removed. NES will advise as to whether or not the
stream has buffers.

Site 14:

No Comments.

Site 15:

Hydraulics stated that the TDE at the outlet of the 78” RCP will be removed.

Site 16:

Hydraulics noted that the TDE at the outlet of the 42” RCP will be removed. NES will advise as to whether or not
the stream has buffers.

Site 17:

No Comments.

Site 18:

It was requested that the impacts between the –L- line and the service road slope stake be shown as mechanized
clearing. Hydraulics will revise the permit drawings and update the summary sheet.

Site19:

It was indicated that the wetland in between the –L- line and service road should not be considered a total take. No
additional comments.

Site 20:

It was indicated that the wetland in between the –L- line and service road should not be considered a total take. No
additional comments.

Site 21:

It was discussed that all drainage is going to the existing 66” RCP under –Y10RPD-. It was stated that there have
been issues in the past at the outlet of this pipe, but that they are currently stabilized. Hydraulics noted that the pipe is
properly sized for the drainage area.

Site 22:

No Comments.
Site 23:

This site involves the construction of a new bridge and the widening of the southernmost existing bridge over Deep
Gully. Deep Gully is on the Jones-Craven County line with Craven County being to the East.

NES will determine whether the wetlands at this site are CAMA wetlands.

It was requested that some type of energy dissipation be employed at the outlet of the 24” pipe left of STA. 626+50.
Hydraulics will investigate and add appropriate dissipation.

Hydraulics will show 5 ft. of mechanized clearing around the proposed pier and update the summary sheet.

Hydraulics will also depict any impact due to construction (i.e. work pads, work bridge, etc.) on the permit drawings
and update summary sheet as needed.

The USACE suggested that we briefly get back together to review Site 23 once Hydraulics and Construction has a
chance to review how the bridges will be constructed over Deep Gully. Once this review is completed Randy will set
up a meeting with the USACE and DWR.

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WETLAND PERMIT IMPACT SUMMARY
WE I LAND IMPACTS
Hand
Permanent Temp. Excavation Mechanized Clearing
Site Station Structure Fill In Fill In in Clearing in
No. (From/To) Size I Type Wetlands Wetlands Wetlands in Wetlands Wetlands
(a c) (a c) (a c) (a c) (a c)
1 -Y2-29+24 TO Aerial Power& CATV
31+00 lines 0.09
(Sheet UE-08)
1 -Y2-30+38 Power pole <0.01
(SHEET UE-08)
2 -Y2-32+00 TO Aerial Power&CATV
32+51 Lines 0.02
(Sheet UE-08)
3 Aerial Power&CATV
-L-56+12 TO 57+40 Lines 0.09
(Sheet UE-05)
4 '-L-61+75 TO 62+06 Aerial Power 0.01
(Sheet UE-05)
TOTALS: <0.01 0.00 0.00 0.00 0.21
Note : 6.25 sq. ft. (Each) = 0.0001 ac (Each) permanent impact in the wetlands from pole installation.
Total= 93.75 sq. ft.
= 0.002 ac
= < 0.01 ac
ATN Revised 3/31/05
Permanent
sw
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SURFACE WATER IMPACTS
Existing Existing
Temp. Channel Channel Natural
sw Impacts Impacts Stream
impacts Permanent Temp. Design
(ac) (ft) (ft) (ft)
0.00 0.00 0.00 0.00
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
TIP PROJECT (R-2514B)
Revised 7 15 2014
Utility Permit Drawing
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~ ~ ~i 80+ + ~+ I+ I+ i+ ~+ '+ i+ '+ I+ +I + :+ -+00
~ ~ECT REFERENCE NO. SHI!ET NO.
L R-25148 I 27
.r. ~~~E~GN ~~~~~
PIPE HYORIULJC DATA 811 50 ELEVATION -30Jfl -t·Sircr.JIIOIG N 416419 E 252SJJ8
,_ --
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Dn1GII ,_ EWIIITGI • .msn
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1110 'fi!Nf ,_ EWIIITfl/11 • sun
60 GlfRrtJIIfllfltl& FRBJJ£1tC1• ......
~·:v GlfRrtJIIfllfltl& t:llfl:llllf2 • 60
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40 IC • II.~· 40
30 30
20 'n 20
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10 ~~~-I ;!I 10
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0 :w_ 0
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94+00 95+00 9j +00 97+00 98+00 99+00 100+00 101 +00 102+00 103+00 104+00 105+00 1Qj +00 107+00 108+00
PIPE HYORIULJC OAT A
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DRMIIIIJE AIEA . B.6AC
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60 GlfRrtJIIfllfltl& IJI5t:HIRfi£ • 16JCFS 60
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~ ~ECT REFERENCE NO. SHI!ET NO.
L R-25148 I 28
.r. ~~~E~GN ~~~~~ ·---
70 ·----I pll!'~M.!_N!~ •. !2;!NS I
60 _t, 60
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50 50
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40 i~' 40
30 30
20 20
10 10
0 0
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122+00 123+00 124+00 125+00 12c +OO 127+00 128+00 129+00 130+00 131 +00 132+00 133+00 134+00 135+00 13j +00
BRIDGE HfDRIIJUC DATA
~-IJISCHIRIJE . 5.11110 CFS ,_......, FREa/EIICt . 150 I'RS PI • 150-105LXJ ~-HI EI.EVNI/1/I • SDFT EL • 29.62' IJISCHIRIJE . 7MIJCFS vc. 245' -.-FREaJEIICt . lfX) I'RS ·ii 50 ---Hi_ I:~""'...., . aurn 50 . Jti.I(XJ_;; ., ---
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<Xi lfXJ 'IEIR /JI!DINIIJ£ . 61!11 CFS ~ i1~ ~~! lfXJ 'IEIR HW ELEVNIIJII • 1.011 FT
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ill! ~;;; tJIERIYJIIFriiG EU.VNI/1/I • ~n
~~ -20
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~ ~ECT REFERENCE NO. SHI!ET NO.
PIPE HYDRNJUC DATA L R-25148 I 30
.r. BRIOOE HYDRNJUC DATA -L-sra.•IOS ~~~E~GN ~~~~~
~-/JI5t:IIJRG£ -5SIO CFS DRIIIII6E AREA . 4r4JC
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70 .... ~ FR£(1J£11C'f -IDDYRS IDD YEAR OtSCHNfGE -IJ CFS ~· ~!~~ I pll!'~M.!_N!~ •. !2;!NS I -~ . -.. ~ tv~SJr IUtS #1W EL£VATfal -I!D.JZ FT IDD YEAR Hlf ELEVAT/011 • :Jl7 FT
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FR£(1J£11Cf-5001 t'RS rNERTOPPIIIG DISiCHIIIG£ • BCFS
EL£VATial• 2«8FT OIERTOI'I'tiiG ELEVATial • 35.6 FT
60 PI • 18/1 JOJXJ ... ic• 60
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N 424814 E 25282!5
BL STATJ9'!c 20/+lfJoo./68' RIGHT 811 55 ELEVATION • 38Jl' 5~. -L-ST ION /90 429 RIGHT
N 423693 E 252rl82 .!:l RR SPIKE IN BASE OF 15" PINE .~
10 Bl2 STAT ION 128+23, 163' RIGHT i;J;, '"' l~, 10 ~-STAT lOft, 1J8.+2fk l6r RIGHT R SPIKE I H 'CNIOOD
!Iii. . .. , ~~; 0 0
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178+00 179+00 180+00 181 +00 182 +00 183+00 184+00 185+00 18~ +00 187+00 188+00 189+00 190+00 191 +00 192+00
PIPE HYDRNJUC DATA
-L-Sta.ID51<f1
DRNIII6E NIEA . IIA/IC
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70 DESIGN W ELEVAT/011 . :J1!A FT 70
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PIPE HYDRJIJUC OAT A R-25148 I 31
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~ ~ECT REFERENCE NO. SHI!ET NO.
Yl R-25148 I 32
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~ ~ECT REFERENCE NO. SHI!ET NO.
Y28 YIA R-25148 I 35
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R-25148 I 36
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J Y3 R-25148 38
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(Version 1.2; Released July 2012)
R-2514C County(ies):JONES Page 1 of 1
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Design/Future:Existing:
Surrounding Land Use: Primarily agricultural and forested with some rural residential development along roadways.5.492 miles
17700 (ADT 2035)
Project Built-Upon Area (ac.)
Proposed Project Existing Site
Project Length (lin. Miles or feet):
Buffer Rules in Effect
Project Description
No
NCDWQ Surface Water Classification for Primary Receiving Water
303(d) Impairments:
River Basin(s):
Primary Receiving Water:
White Oak River: Class C
Other Stream Classification:
Brook Anderson, PE.
City/Town:
919-707-6706
Address:
From North of Maysville to South of Pollocksville
919-707-6707
JONES
ac.
General Project Narrative:The proposed project will upgrade US 17 to expressway standards. The proposed typical for US 17 consist of 2-12' travel lanes in each direction with 10' outside paved
shoulder widths and 4' inside paved shoulder widths. An additional 2' wide grassed shoulder is provided on both the inside and outside shoulders with a 38' wide (from
shoulder point to shoulder point) grassed median. A wildlife crossing consisting of dual bridges, 4 @ 72" rcp, and 4 @ 48" rcp will also be constructed as part of this project.
There are no named jurisidictional streams impacted by this project. The primary downstream receiving waters are White Oak River in the White Oak River Basin and
Goshen Branch and Mill Creek in the Neuse River Basin. Wetland and stream impacts throughout the project were minimized to the maximum extent practical by keeping fill
slopes as steep as possible and existing drainage patterns were maintained to the maximum extent practical. Pipes and culverts will be constructed with buried inverts as
required. Where possible runoff is maintained as sheetflow and treated by grassy surfaces. Where ditches are required grass-lined ditches are used whenever possible. The
use of rip rap was minimized and limited to those areas that needed additional protection from erosion. Although not required, an equalizer pipe is used on the project.
Typical Cross Section Description:

References
12000 (ADT 2015)Average Daily Traffic (veh/hr/day):
ac.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Paul Atkinson, PE
Roadway Widening
General Project Information
Address:
6/3/2013
Hydraulics Unit, 1020 Birch ridge Dr., Raleigh, NC 27610Hydraulics Unit, 1020 Birch ridge Dr., Raleigh, NC 27610
Project/TIP No.:
NCDOT Contact:
Project No.:R-2514C
Contractor / Designer:
[e-mail]
Neuse White Oak
White Oak R. 20-(1); Mill Cr. 27-101-26; Goshen Br. 27-101-25
[e-mail]
2-12' travel lanes in each direction with a 12' outside shoulder, 6' inside shoulder, and
38' grassed median. Total pavement width is 76'.
2-12' travel lanes with a 2' paved shoulder on each side for a total pavement width of
28'+/-. (Typ.)
Neuse Buffer Rules apply to the the portion of the project (approximately the northern 2/3's of the project)
NCDWQ Stream Index No.:
Supplemental: Mill Creek & Goshen Branch:Class C, Sw, NSW
Primary:
White Oak River, Mill Creek, & Goshen Branch
CAMA 404 Hand Existing Existing
Permanent Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 -L- STA 10+00 TO ROADWAY 3.62 0.43 <0.01
-L- STA 19+49
2 -L- STA 21+50 RT ROADWAY 0.09 0.04
3 -L- STA 24+00 LT 18" RCP <0.01 0.04 0.02
4 -L- STA 22+95 RT TO ROADWAY 6.82 1.43
-L- STA 84+82 RT
4 -L- STA 30+11 LT ROADWAY <0.01
5 -L- STA 24+30 LT ROADWAY 0.03 0.11 0.11
6 -L- STA 62+27 LT TO ROADWAY <0.01 0.03 <0.01
-L- STA 84+82 LT
*7 -L- STA 76+79 LT TO ROADWAY 0.26 0.02 0.08
-L- STA 82+96 RT
8 -L- STA 87+00 RT ROADWAY 0.64 0.09
9 -L- STA 90+56 TO ROADWAY 0.89 0.17
-L- STA 97+96
10 -L- STA 99+50 RT TO BRIDGE 0.95 0.15
-L- STA 105+79 RT
11 -L- STA 106+50 LT ROADWAY <0.01 0.03
12 -L- STA 118+16 RT TO ROADWAY 0.45 0.05
-L- STA 124+70 RT
**SUBTOTALS THIS SHEET:0.00 13.75 0.00 0.18 2.61 <0.01 0.00 0.00 0 0 0
NOTES:
*Site 7 includes an additional 0.06ac of unimpacted wetlands counted as total take
** Totals may not match sum of individual impacts due to rounding.
SHEET 61 OF 62 (04/24/2014)
JONES COUNTY
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
N.C.D.O.T.
DIVISION OF HIGHWAYS
PROJECT: 34442.1.4 (R-2514C)
US 17 FROM NORTH OF MAYSVILLE TO
SOUTH OF NC 58 NEAR POLLOCKSVILLE
CAMA 404 Hand Existing Existing
Permanent Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
13 -L- STA 127+87 TO ROADWAY 0.34 <0.01 0.11
-L- STA 131+32
14 -L- STA 133+26 RT TO ROADWAY 1.52 0.41
-L- STA 151+44 RT
15 -L- STA 143+74 LT TO ROADWAY 0.05 0.15 0.09
-L- STA 151+54 LT
16 -L- STA 159+00 TO ROADWAY 0.51 0.06 0.16
-L- STA 164+07
17 -L- STA 172+50 54" RCP 0.01 <0.01 <0.01 0.01 109
18 -L- STA 180+50 LT ROADWAY 0.02 <0.01 132 20
19 -L- STA 194+89 BANK STABILIZATION**<0.01**58**
-L- STA 195+00 42" RCP 0.01 106
20 -L- STA 256+16 TO ROADWAY &1.58 0.20
-L- STA 262+25 2-30" RCP
21 -L- STA 269+40 ROADWAY 0.23 0.02
22 -LBUS- STA 19+40 RT 48" RCP 0.02 0.01 32 10
23 -DRV1- STA 18+60 LT ROADWAY 0.01 0.02
*SUBTOTALS THIS SHEET:0.00 4.24 0.00 0.23 1.00 0.00 0.06 0.01 379 88 0
*SUBTOTALS SHEET 1:0.00 13.75 0.00 0.18 2.61 <0.01 0.00 0.00 0.00 0.00 0.00
*TOTALS:0.00 17.99 0.00 0.41 3.62 <0.01 0.06 0.01 379 88 0
NOTES:
* Totals may not match sum of individual impacts due to rounding.
** Bank Stabilization at Site 19 is due to placement of rip rap on sides of channel where existing retaining wall is removed and more
natural geometry restored to channel.
SHEET 62 OF 62 (04/24/2014)
SOUTH OF NC 58 NEAR POLLOCKSVILLE
DIVISION OF HIGHWAYS
N.C.D.O.T.
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
JONES COUNTY
PROJECT: 34442.1.4 (R-2514C)
US 17 FROM NORTH OF MAYSVILLE TO
ROAD
CROSSING BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1 ROAD -L- STA. 172+19 TO X 6426 3705 10131
-L- STA. 173+49
2 ROAD -L- STA. 178+97 TO X 11389 7568 18957
-L- STA. 182+54
3 ROAD -L- STA. 193+44 TO X 9916 4613 14529
-L- STA. 195+62
TOTAL:6426 3705 10131 21305 12181 33486
NOTE:THERE ARE NO BUFFER IMPACTS IN WETLANDS.
SHEET 4 OF 4 04/23/14
PROJECT: 34442.1.4 (R-2514C)
US 17 FROM NORTH OF MAYSVILLE TO
SOUTH OF NC 58 NEAR POLLOCKSVILLE
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
JONES COUNTY
IMPACT
BUFFER IMPACTS SUMMARY
TYPE
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
ALLOWABLE MITIGABLE
BUFFER
REPLACEMENT
Rev. May 2006
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27 STA. 10+00.00 -L- BEGIN TIP PROJECT R-2514
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See Sheets 1-C Thru 1-G For Survey Control SheetsMAYSVILLECITY LIMIT
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08-OCT-2014 14:42R:\Roadway\Proj\R2514C_Rdy_psh_06.dgn$$$$USERNAME$$$$8/17/99
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AND PARCEL 20 (WOODROW F. LASSITER, ET UX) AT -L- STA. 38+50.00 LT.R/W REVISION 6-25-14 (DWG) - REVISED THE PUE ON PARCEL 15 (ELEANOR JEAN HOLT JACKSON, ET AL), PARCEL 16 (ROCHELLE ANITA HOLT), PARCEL 17 (LYNELL MATTOCKS, ET UX), 35
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DB 89 PG 285 THE UNITED STATES OF AMERICA ECMROCHELLE ANITA HOLT ESTATE OF FRANK JENKINSDB 181 PG 494MB 3 PG 7228.76’209.48’104.87’104.61’105.00’105.03’209.43’208.78’105.00’
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D
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A
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I
C
S
R
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D
W
A
Y

D
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S
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7
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5
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C
08-OCT-2014 14:43R:\Roadway\Proj\R2514C_Rdy_psh_07.dgn$$$$USERNAME$$$$8/17/99
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D
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REVISIONS
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08-OCT-2014 14:43R:\Roadway\Proj\R2514C_Rdy_psh_14.dgn$$$$USERNAME$$$$8/17/99
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M ATCHLIN E -L- STA. 141+00.00 SEE SHEET 13
M ATCHLIN E -L- STA. 154+00.00 SEE SHEET 15
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PARCEL 58 (BLUE ROCK STRUCTURES, INC.).R/W REVISION 6-25-14 (DWG) - REVISED THE PUE ON PARCEL 51 (ABUNDANT BLESSINGS MINISTRIES INC. NEW HOPE CHURCH OF GOD C/O OLIVER J. COLLINS). ADDED PUE ON
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100.00’
BONNIE W. NORMAN
PC "A" SLIDE 114-A
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ESTATE FILE 94-E-36
ESTATE FILE 94-E-36
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BETTY LOU W. LIGIESTATE FILE 94-E-36PC "A" SLIDE 114-A+05.00 -L-+00.00 -L-
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
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N
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.
2
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2
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1
4
C
08-OCT-2014 14:45R:\Roadway\Proj\R2514C_Rdy_psh_25.dgn$$$$USERNAME$$$$8/17/99
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M ATCHLIN E -L- STA. 290+00.00 SEE SHEET 24
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TIE TO EXISTING DITCH
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4
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
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I
N
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N
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/
W

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T

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.
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T

N
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.
P
R
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N
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N
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.
2
6
R
-
2
5
1
4
C
08-OCT-2014 14:45R:\Roadway\Proj\R2514C_Rdy_psh_26.dgn$$$$USERNAME$$$$8/17/99
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T

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F
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C
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4
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MATCHLINE -LBUS- STA. 24+00.0
0

S
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S
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2
7
R/W REVISION 6-25-14 (DWG) - ADDED PUE ON PARCEL 143 (MARY ELLEN EADY), PARCEL 144 (HARRIETT BARBER HEIRS), AND PARCEL 147 (MAYSVILLE DEVELOPMENT CORPORATION).REVISED THE TCE ON PARCEL 147 (MAYSVILLE DEVELOPMENT CORPORATION) FROM -DRV1- STA. 11+00.00 TO STA. 11+80.00 LT.REVISED THE R/W AND TCE ON PARCEL 147 (MAYSVILLE DEVELOPMENT CORPORATION) AND PARCEL 147A (SAFE HARBOR FARM, INC.).R/W REVISION 7-28-14 (DWG) - ADDED ADDITIONAL R/W ON PARCEL 4 (THE UNITED STATES OF AMERICA) ALONG -DRV1A- STA. 10+50.00 TO STA. 13+27.42 LT.-LBUS- PT Sta. 14+26.4920
1
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7
(Version 1.2; Released September 2011)
34442.1.5 County(ies):Jones Craven Page 1 of 3
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Design/Future:Existing:
Surrounding Land Use: Farmland6.383 Miles
20,800 (2035)
N/AProject Built-Upon Area (ac.)
Proposed Project Existing Site
Project Length (lin. Miles or feet):
Buffer Rules in Effect
Project Description
No
NCDWQ Surface Water Classification for Primary Receiving Water
303(d) Impairments:
River Basin(s):
Primary Receiving Water:
Class C
Other Stream Classification:
City/Town:
1020 Birch Ridge Dr.Address:
Pollocksville
919-707-6700
Jones
ac.
General Project Narrative:NCDOT proposes to improve a 16-mile portion of US 17 between Deppe Loop Road (SR1330) Springhill Road (SR 1439) south of Belgrade and the New Bern Bypass near
the Jones/Craven County line South of New Bern. Proposed improvements include a combination of widening on the existing alignment and constructing new segments west
of the existing route. The proposed facility would widen US 17 to a divided four-lane facility with bypasses of Maysville and Pollocksville on new location. R-2514D is the
planned new US 17 bypass of Pollocksville. Two major Structures are planned at the crossing of the -L- Line (US 17 Bypass) with Goshen Branch and the Trent River. The
structure over Goshen Branch is dual bridges with 5@95' 54" Girders for a total length of 475', while the structure over the Trent River is dual bridges with 13@95' 54" Girders
for a total length of 1235'. Another major structure is planned at the crossing of the -DRV3- Line and Goshen Branch, which is a 2@ 8'X8' Reinforced Concrete Box Culvert
with a total length of 40'. One last major structure is planned at the crossing of the -Y10RPA- Line and Deep Gully, and is a bridge with 2@100' 63" Modified Bulb Tee for a
total length of 200'. Grassed swales have been utilized where possible to treat drainage going into buffered zones. The cumulative length of grass swale ditches on the
project total 12853 ft. The recommended treatment length for the entire project totals to 11329 ft.
Typical Cross Section Description:

References
12,600 (2009)
58.80
Average Daily Traffic (veh/hr/day):
ac.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Randy Henegar, P.E.
New Location
General Project Information
Address:
3/7/2014
Raleigh, N.C. 27610
Craven
Project/TIP No.:
NCDOT Contact:
Project No.:34442.1.5
Contractor / Designer:
[e-mail]
Neuse
27-101-(1)
The roadway typical section is of a four-lane roadway divided by a 46-foot median with
12-foot lanes and paved shoulders.
N/A
Neuse
NCDWQ Stream Index No.:
Supplemental:
Yes
Swamp Waters (Sw) Nutrient Sensitive Waters (NSW)
Primary:
Trent River
(Version 1.2; Released September 2011)
34442.1.5 County(ies):Jones Craven Page 2 of 3
Sheet
No.
Station
(From / To)
Stream
Crossing
Station
Base Width
(ft)
Front Slope
(H:V)
Back Slope
(H:V)
Drainage
Area
(ac)
Recommended
Treatment Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
(%)
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
300+00 to
301+50 LT -L-
300+15 to
304+00 MED -L-
364+06 to
370+37 MED -L-
370+50 to
372+30 RT -L-
9 17+00 to NA 2.0 3:1 3:1 0.15 100 2.11%0.4 1.3 0.5 1.4 No
18+00 -DRV3-
9 18+28 to NA 2.0 3:1 3:1 0.14 188 1.20%0.4 1.0 0.5 1.1 No
20+16 -DRV3-
9 375+40 to NA 0.0 6:1 6:1 0.58 510 0.60%1.5 1.1 2.0 1.2 No
380+50 MED -L-
9&10 380+50 to NA 0.0 6:1 6:1 0.30 280 0.30%0.8 0.7 1.0 0.8 No
383+30 -L-
11 399+70 to NA 0.0 4:1 3:1 0.20 125 0.30%0.6 0.8 0.8 0.8 No
400+95 LT -L-
11 400+95 to NA 0.0 4:1 3:1 5.80 555 0.30%8.0 1.4 10.0 1.5 No
406+50 LT -L-
11 404+50 to NA 0.0 4:1 3:1 1.70 400 0.40%3.1 1.2 4.0 1.3 No
408+50 RT -L-
11 395+78 to NA 0.0 10:1 10:1 0.28 272 0.34%0.8 0.7 1.0 0.7 No
398+50 MED -L-
11 398+50 to NA 0.0 6:1 6:1 0.62 580 0.30%1.6 0.9 2.1 0.9 No
404+30 MED -L-
11 404+30 to NA 0.0 6:1 6:1 0.64 605 0.38%1.7 0.8 2.2 0.8 No
410+35 MED -L-
16 465+50 to NA 0.0 6:1 6:1 0.90 720 0.30%2.7 1.0 3.5 1.1 No
472+70 MED -L-
16&17 472+70 to NA 0.0 6:1 6:1 0.37 330 0.30%1.0 0.8 1.2 0.8 No
476+00 MED -L-
17 476+00 to NA 0.0 6:1 6:1 0.80 736 0.30%2.1 0.9 2.7 1.0 No
483+36 MED -L-
528+50 to 0.30%
539+16 MED -L-
3:13:13.0372+30 RT -
L-9 No2.117.52.013.5
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
1.6
1.4 1.6 No68
1.6
4.78
Highway Stormwater Program
0
37
Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), been met and verified? If No,
provide further explanantion of why design criteria was not met.
Additional Comments
20
62
580
28
80
170
64
90
478
15
180
30
14
58
11.0 14.0
NA 0.0 1.5
NA 3:1
0.68
NA 6:1 6:1
4
1.2
0.30%6.12
47
4.0
Project/TIP No.:
Swale
No
0.9 No
612
0.80.47
150
0.30%426
10:1 10:1
0.0
9
1.7
4&5
3:1
North Carolina Department of Transportation
On roadway sheet 4, buffer site 1, the swale from station 300+00 to 301+50 Lt. -L- has 5.4 ac. of offsite drainage coming to it from project R-2514C. The 5.4 ac. is composed of 4.8 ac. of grass and 0.6
ac. of pavement.
107
0
1.70%631 2.0
0.45%
21 NA 0.0 6:1 6:1 No1.07 1066 2.8 1.0 3.7 1.1
YES NO
(Version 1.2; Released September 2011)
34442.1.5 County(ies):Jones Craven Page 3 of 3
Sheet
No.
Station
(From / To)
Stream
Crossing
Station
Base Width
(ft)
Front Slope
(H:V)
Back Slope
(H:V)
Drainage
Area
(ac)
Recommended
Treatment Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
(%)
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
21 539+16 to NA 0.0 6:1 6:1 0.53 516 0.30%1.4 0.8 1.8 0.9 No
544+32 MED -L-
25 &26 593+67 to NA 0.0 6:1 6:1 0.99 750 0.30%3.1 1.0 4.0 1.1 No
601+17 MED -L-
26 598+45 RT -L-NA 6.0 4:1 3:1 35.20 860 0.30%31.0 1.9 42.0 2.0 No
to 16+00 RT
-Y10RPC-
26 16+00 to 17+00 NA 4.0 3:1 3:1 4.60 100 1.00%7.0 2.0 9.0 2.1 No
RT -Y10RPC-
26 605+15 to NA 6.0 3:1 3:1 29.70 370 0.30%41.0 1.7 55.0 2.4 No
608+85 LT -L-
26 608+85 to NA 2.0 3:1 3:1 2.70 115 0.30%5.0 1.3 6.0 1.4 No
610+00 LT -L-
26 56+50 to NA 0.0 4:1 3:1 0.29 150 0.30%1.0 0.9 1.3 0.9 No
58+31 LT -Y8A-
26 601+17 to NA 0.0 6:1 6:1 0.82 767 0.30%2.1 0.9 2.8 1.0 No
608+85 MED -L-
26 608+85 to NA 0.0 6:1 6:1 0.50 450 0.30%1.3 0.8 1.7 0.9 No
613+34 MED -L-
26 613+34 to NA 0.0 6:1 6:1 0.62 606 2.20%1.6 1.8 2.1 1.9 No
619+40 MED -L-
27 627+15 to 627+15 RT -
L 4.0 3:1 3:1 2.60 35 0.90%7.0 2.0 9.0 2.2 No
627+50 RT -L-
27 15+25 to 18+05 NA 2.0 3:1 3:1 3.99 280 0.30%8.0 1.4 10.0 1.5 No
RT -Y10RPA-
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), been met and verified? If No,
provide further explanantion of why design criteria was not met.
Additional Comments
0
0
0
0
260
0
399
0
0
2970
29
62
82
50
270
0
3520
460
53
99
Swale
North Carolina Department of Transportation
Highway Stormwater Program
Project/TIP No.:
On roadway sheet 26, buffer site 7, there are three instances of offsite drainage draining to swales. From station 598+45 Rt. -L- to station 16+00 Rt. -Y10RPC-, the swale has 33 ac. of offsite drainage.
From station 605+15 to 608+85, the swale has 25.2 ac. of offsite drainage. From station 608+85 to 610+00 Lt. -L-, the swale has 1.5 ac of offsite drainage. On roadway sheet 27, buffer site 8, there are
two instances of offsite drainage draining to swales. From station 627+15 to 627+50 Rt. -L-, the swale has 0.82 ac. of offsite drainage. From station 15+25 to 18+05 Rt. -Y10RPA-, the swale has 2.95
ac. of offsite drainage.
YES NO
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
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F
E
R
E
N
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E

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.
9
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-
2
5
1
4
D
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D
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N
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T

U
S
E

F
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R

C
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S
T
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U
C
T
I
O
N
P
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L
I
M
I
N
A
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Y

P
L
A
N
S
M ATCHLIN E -L- STA. 382+00.00 SEE SHEET 10
-L- STA. 368+00.00 SEE SHEET 8MATCHLINE
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30’
30’
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
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E
T

N
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.
S
H
E
E
T

N
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.
P
R
O
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F
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N
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.
9
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2
5
1
4
D
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P
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I
M
I
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A
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P
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M ATCHLIN E -L- STA. 382+00.00 SEE SHEET 10
-L- STA. 368+00.00 SEE SHEET 8MATCHLINE
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REVISIONS
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REVISIONS
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Y
D
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U
L
I
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S
R
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A
D
W
A
Y

D
E
S
I
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N
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N
G
I
N
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R

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W

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.
S
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E
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T

N
O
.
P
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1
0
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-
2
5
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C
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C
T
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N
P
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L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 382+00.00 SEE SHEET 9
M ATCHLIN E -L- STA. 396+00.00 SEE SHEET 11
S
E
E

S
H
E
E
T
S

S
-
1

T
H
R
U

S
-
?

F
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S
T
R
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L
A
N
S
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S
H
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T

3
5

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-
L
-

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S
B
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S
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GRAPHIC SCALE050100100200
W
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4
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15" ALT 15" RCP-IV 15" RCP-IV
CLASS ’II’ RIP RAP
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L
A
S
S

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R
A
P
-18
-16
-16
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6
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16
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14
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-14
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14
-14
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-12
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-12
-12
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12
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1
2
-12 -
1
2
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-12
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-10
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-
10
-10
-10
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1
0
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-8
-8-8
-8
-8
-8
-8
-8
-
8
-
8
-6
-6
-
6
-6
-
6
-6
-6-6
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-4
-4
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4
-4
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2
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0
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
6
6
6
6
8
8
8
8
8
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10
10
1
0
1
0
10
101010 10101012
12
12
12
12
12
12
12
14
1
4
14
14
1
4
14
16
18
20
2426
H
C
H
C
H
C
H
C
H
C
30’
30’
30’
30’
30’
30’
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
D
O

N
O
T

U
S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y

P
L
A
N
S
0
W
E
T
L
A
N
D
D
E
N
O
T
E
S

F
I
L
L

I
N
F
F
H
C
H
C
C
L
E
A
R
I
N
G
D
E
N
O
T
E
S

H
A
N
D
C
L
E
A
R
I
N
G
D
E
N
O
T
E
S

M
E
C
H
A
N
I
Z
E
D
*
*
*
**
*
**
*
**
GRAPHIC SCALE
1
0
R
-
2
5
1
4
D
S
I
T
E

4
WORK BRIDGE
W
O
R
K

B
R
I
D
G
E
502550100
M ATCHLIN E -L- STA. 396+00.00 SEE SHEET
S
H
E
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T

2
1

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8
4
P
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R
M
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D
R
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W
I
N
G
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T
T
F
I
L
L

I
N

W
E
T
L
A
N
D
D
E
N
O
T
E
S

T
E
M
P
O
R
A
R
Y
390
3
9
5
T
R
E
N
T
R
I
V
E
R
FF
NO FENCENO FENCE TBTBTB
T
B
T
B
T
B
T
B
T
B
T
B
2
G
I
383+35 TO STA. 388+50 LT.FROM STA.FROM STA. 383+35 TO STA. 388+50 RT STANDARD DECK DRAINS:
F
S
W / ELBO W S
15" ALT 15" RCP-IV 15" RCP-IV
C
L
A
S
S

’
I
I
’

R
I
P

R
A
P
HCHCHCHCHC
30’
30’30’
30’
30’
30’
D
O

N
O
T

U
S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
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P
L
A
N
S
5/28/99
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R
3
5
R
-
2
5
1
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D
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$368369370371
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7
2
3
7
3
3
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4
3
7
5
3
7
6
3
7
7
3
7
8
3
7
9
3
8
0
3
8
1
3
8
2
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-
1
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0
2
0
3
0
4
0
5
0
382383384385
3
8
6
3
8
7
3
8
8
3
8
9
3
9
0
3
9
1
3
9
2
3
9
3
3
9
4
3
9
5
3
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6
-20 -10 0 10 20 30 40 50
0 1
0
2
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3
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4
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5
0
-
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0
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-
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S
H
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9

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P
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2:1 RIP RAP CLASS ’II’
2
:
1
R
I
P

R
A
P
C
L
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CL
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REVISIONS
H
Y
D
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A
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L
I
C
S
R
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A
D
W
A
Y

D
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I
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M ATCHLIN E -L- STA. 396+00.00 SEE SHEET 10
M ATCHLIN E -L- STA. 409+00.00 SEE SHEET 12
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REVISIONS
H
Y
D
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S
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D
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D
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
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N
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I
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E
N
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I
N
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R

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/
W

S
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T

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O
.
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T

N
O
.
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R
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-
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5
1
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D
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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O

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U
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F
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C
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N
A
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P
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A
N
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S
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3
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F
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S
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12’ SOIL
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1
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ELEV. 37.13’SEE SHEET 1-FBM #24 1,394.60’+76.08 FOSCUE FAMILY LIMITED PARTNERSHI
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( Not to Scale)EXISTING BANKEXISTING BANK PIPE OUTLET CHANNELDETAIL ’NN’FROM STA. 473+64 TO STA. 473+88 -L-GroundNaturalGroundNatural(Variable)CHANNEL BEDEst.= 12 Tons of Class I Rip-Rapd= 2.0 Ft.Length= 18 Ft.d MIN. 2:1 TO TIEMIN. 2:1 TO TIEV10 = 1.1 FPS Q10 = 3.5 CFS
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
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R
-
2
5
1
4
D
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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O

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F
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M
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N
A
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A
N
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3
9

F
O
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L
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N
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\W etland Perm it\R2514D_Hyd_prm _site_9-10_con.dgnmjyork3/19/2014
S
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T
E

9
-L- STA. 469+00.00
-L- STA. 483+00.00
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5
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)
(HISTORIC PROPERTY)
SOIL
12’ SOIL
ST Sta. 187+37.80 STATION GAS TEST 12"
1
2
"
F
O
S
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A
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ELEV. 37.13’SEE SHEET 1-FBM #24 1,394.60’+76.08 FOSCUE FAMILY LIMITED PARTNERSHI
P
,
A NORTH CAROLINA LIMITED PARTNERS
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DB 274 PG 895PLAT CABINET A SLIDE 96AFFFFFFFFFFFFFFFF
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SEE DETAIL ’QQ’PIPE OUTLET CHANNEL BURIED 1’( Not to Scale)EXISTING BANKEXISTING BANK PIPE OUTLET CHANNEL DETAIL ’QQ’FROM STA. 531+54 TO STA. 531+85 -L-GroundNaturalGroundNatural(Variable)CHANNEL BEDEst.= 25 Tons of Class I Rip-Rap d= 3.0 Ft.Length= 26 Ft.d MIN. 2:1 TO TIEMIN. 2:1 TO TIE
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
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N
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N
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N
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R

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/
W

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T

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.
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E
T

N
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2:1
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
2
2
R
-
2
5
1
4
D
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
D
O

N
O
T

U
S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 544+00.00 SEE SHEET 21
M ATCHLINE -L- STA. 557+00.00 SEE SHEET 23
S
E
E

S
H
E
E
T

4
1

F
O
R

-
L
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P
R
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S
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1
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H
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6
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4
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D
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\W etland Perm it\R2514D_Hyd_prm _psh_22.dgnmjyork3/6/2014
5
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545
N
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S
RS 2007
8’ SOIL
POWER SUBSTATION 84" CHL & 3SBW10’ GR 84" CHL & 3SBW84" CHL & 3SBWT BOX ELECTR
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M ATCHLIN E -L- STA. 544+00.00 SEE SHEET 21
M ATCHLINE -L- STA. 557+00.00 SEE SHEET 23
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4
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\W etland Perm it\R2514D_Hyd_prm _xpl_L_PART_3.dgnmjyork3/19/2014
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

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2
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R
-
2
5
1
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D
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99
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T
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N
P
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L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 557+00.00 SEE SHEET 22
M ATCHLIN E -L- STA. 570+00.00 SEE SHEET 24
S
E
E

S
H
E
E
T

4
2

F
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-
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P
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5
5

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P
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100200050 GRAPHIC SCALE100
W
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L
A
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D
D
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N
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S

F
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I
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1
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*
*
*
**
*
**
*
**
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
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N
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N
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N
E
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N
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I
N
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E
R

R
/
W

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T

N
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.
S
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E
E
T

N
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.
P
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R
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F
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N
C
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N
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.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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GRAPHIC SCALE100502550
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Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 302+50 to 303+50 -L-48" RCP-IV 0.01 <0.01 218 31
Bank Stabilization 16
2 329+50 to 331+50 -L-36" RCP-IV 2.49 0.05
17+00 to 18+48.13
-Y3RPA-
17+00 to 19+00
-Y3RPD-
3 372+50 to 374+50 -L-Dual Bridges <0.01 <0.01 0.07 0.66
17+51 to 22+00 2@ 8'X8' RCBC 0.08 0.02 <0.01 0.01 5 50
-DRV3-
11+50 to 12+50
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4 389+02 to 399+75 -L-Dual Bridges 0.76 0.06 0.06 0.12 1.19
48" RCP-IV
5 432+00 to 434+00 -L-36" RCP-IV 0.86 0.05
6 437+00 to 446+00 -L-1.60 0.13 0.03
TOTALS:5.79 0.06 0.06 0.44 1.84 0.04 0.01 239.00 81.00 0.00
Site 2 is a total take, and all of the wetland has been accounted for, including the wetland that
is outside of the ROW.
There is permanent fill in wetlands at sites 3 and 4 due to the piles for the proposed bridges.
Also, there is temporary fill in wetlands at sites 3 and 4 due to the piles for the work bridges.
The pile areas are too small to show in the permit drawings, but they have been accounted for
in the wetland summary.
ATN Revised 3/31/05 5/29/2014
JONES COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WBS - 34442.1.1 (R-2514D)
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
SHEET 1 of 4
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
7 458+02 to 458+33 -L-<0.01 0.01
8 463+00 to 463+50 -L-0.23 0.02
9 473+00 to 475+00 -L-54" RCP-IV 0.54 0.06 0.05 <0.01 196 20
Bank Stabilization 18
10 476+50 to 480+00 -L-36" RCP-IV 0.38 0.02
11 490+50 to 496+00 -L-36" RCP-IV 0.96 0.09
12 504+00 to 506+00 -L-36" RCP-IV 0.31 0.06
13 520+07 to 520+23 -L-36" RCP-IV 0.01 <0.01 0.01 <0.01 230 21
Bank Stabilization 12
14 527+50 to 529+50 -L-0.34
TOTALS:2.77 0.00 0.00 0.26 0.00 0.06 <0.01 456.00 41.00 0.00
Site 7 includes 0.25 Ac. permanent fill to a pond.
Site 8 includes a total take of the remaining 0.05 Ac. of wetland to the right of the roadway.
ATN Revised 3/31/05 5/29/2014
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 34442.1.1 (R-2514D)
SHEET 2 of 4
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
15 530+12 to 531+75 -L-78" RCP-IV 0.03 0.02 0.06 <0.01 292 27
Bank Stabilization 26
16 535+00 to 536+67 -L-42" RCP-IV 0.01 <0.01 282 21
Bank Stabilization 14
17 548+16 to 552+75 36" RCP-IV 1.39 0.16
18 562+00 to 563+00 -L-18" RCP-IV 0.58 0.10
11+00 to 13+50 -Y8A-
19 584+00 to 588+00 -L-36" RCP-IV 1.35 0.20
33+50 to 35+00 -Y8A-
20 591+50 to 592+50 -L-36" RCP-IV 0.30 0.06
41+00 to 41+50 -Y8A-
21 608+00 to 612+50 -L-1.58 0.01 0.03 0.06 644
26+00 to 30+00 -Y10-
TOTALS:5.23 0.00 0.01 0.57 0.00 0.13 <0.01 1258 48 0
ATN Revised 3/31/05 5/29/2014
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 34442.1.1 (R-2514D)
SHEET 3 of 4
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
22 26+07 to 26+67 0.02
-Y10RPA-
23 19+00 to 20+00 BRIDGE <0.01 0.01 0.17
-Y10RPA-Bank Stabilization
624+49 to 625+64 BRIDGE 0.02
-L-
627+15 to 627+40 Grassed Swale <0.01 0.01 0.02
-L-
TOTALS:0.02 0.00 0.01 0.03 0.18 0.00 0.00 0.00 0.00 0.00
13.82 0.07 0.07 1.29 2.02 0.23 0.02 1953.00 170.00 0.00
Structure @ Sta. 18+43 to 20+43 -Y10RPA-
-15ft² permanent impacts
-3000 ft² temporary impacts
Strucure @ Sta. 623+81 to 626+31 -L-
-70ft² permanent impacts
-3900 ft² temporary impacts
ATN Revised 3/31/05 5/29/2014
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 34442.1.1 (R-2514D)
SHEET 4 of 4
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
OVERALL PROJECT TOTALS:
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\Buffer Perm it\R2514D_Buffer_tsh.dgnmjyork4/21/2014
TRENT RIVER
GRASS SWALE DATAV10= 1.7 FT/SQ10= 14.0 CFSV2= 1.6 FT/SQ2= 11 CFSL PRO.= 150 FTL REQ.= 612 FTSLOPE= 0.003 FT/FT 5.4 AC OFFSITE 0.67 AC GRASSDA= 0.72 AC PAV.STA. 300+00 TO 301+50 LT -L- GRASS SWALE DATAV10= 0.9 FT/SQ10= 1.6 CFSV2= 0.8 FT/SQ2= 1.2 CFSL PRO.= 426 FTL REQ.= 47 FTSLOPE= 0.003 FT/FT 0.39 AC GRASSDA= 0.08 AC PAV.STA. 300+15 TO 304+41 MEDIAN -L- GRASS SWALE DATAV10= 1.4 FT/SQ10= 0.5 CFSV2= 1.3 FT/SQ2= 0.4 CFSL PRO.= 100 FTL REQ.= 15 FTSLOPE= 0.0211 FT/FT 0.13 AC GRASSDA= 0.02 AC PAV.STA. 17+00 TO 18+00 RT -DRV3-GRASS SWALE DATAV10= 1.6 FT/SQ10= 2.0 CFSV2= 1.4 FT/SQ2= 1.5 CFSL PRO.= 631 FTL REQ.= 68 FTSLOPE= 0.0173 FT/FT 0.56 AC GRASSDA= 0.12 AC PAV.STA. 364+06 TO 370+37 MEDIAN -L-GRASS SWALE DATAV10= 1.1 FT/SQ10= 0.5 CFSV2= 1.0 FT/SQ2= 0.4 CFSL PRO.= 188 FTL REQ.= 14 FTSLOPE= 0.012 FT/FT 0.11 AC GRASSDA= 0.03 AC PAV.STA. 18+28 TO 20+16 RT -DRV3-
GRASS SWALE DATA
V10
=

0
.
8

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L PRO.= 280 FT
L REQ.= 30 FT
SLOPE= 0.003 FT/FT
0.25 AC GRASS
DA= 0.05 AC PAV.
STA. 380+50 TO 383+30 MEDIAN -L-
GRASS SWALE DATA
V10
=

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.
2

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Q10
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F
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1

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=

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5

C
F
S
L PRO.= 510 FT
L REQ.= 58 FT
SLOPE= 0.006 FT/FT
0.48 AC GRASS
DA= 0.10 AC PAV.
STA. 375+40 TO 380+50 MEDIAN -L-
GRA
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V10=
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V10=

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Q10=

2
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7
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8
3
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3
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M
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D
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A
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-
L
-
GRASS SWALE DATAV10= 2.1 FT/SQ10= 17.5 CFSV2= 2.0 FT/SQ2= 13.5 CFSL PRO.= 180 FTL REQ.= 478 FTSLOPE= 0.0045 FT/FT 5.0 AC GRASSDA= 0.6 AC PAV.STA. 370+50 TO 372+30 RT -L-V10 = 1.1 FPSQ10 = 17.5 CFS
V10

=

1
.
7

F
P
S
Q10 = 32.4 CFS
V10 = 3.7 FPSQ10 = 16.5 CFS
V10
=

1
.
4

F
P
S
Q10 = 3.1 CFS
V10

=

1
.
1

F
P
S
Q10 = 74 CFS
V10 =

1
.
1

F
P
S
Q10 =

3
.
5

C
F
S
V10

=

1
.
3

F
P
S
Q10

=

3
.
8

C
F
S
GRA
S
S

S
W
A
L
E

D
A
T
A
V10
=

0
.
9

F
T
/
S
Q10
=

1
.
8

C
F
S
V2=

0
.
8

F
T
/
S
Q2=

1
.
4

C
F
S
L PR
O
.
=

5
1
6

F
T
L R
E
Q
.
=

5
3

F
T
SLO
P
E
=

0
.
0
0
3

F
T
/
F
T

0.44 A
C

G
R
A
S
S
DA=

0
.
0
9

A
C

P
A
V
.
STA
.

5
3
9
+
1
6

T
O

5
4
4
+
3
2

M
E
D
I
A
N

-
L
-
GRASS

S
W
A
L
E

D
A
T
A
V10=

1
.
1

F
T
/
S
Q10=

3
.
7

C
F
S
V2=
1
.
0

F
T
/
S
Q2=
2
.
8

C
F
S
L PR
O
.
=

1
0
6
6

F
T
L RE
Q
.
=

1
0
7

F
T
SLOP
E
=

0
.
0
0
3

F
T
/
F
T

0.88
A
C

G
R
A
S
S
DA=

0
.
1
9

A
C

P
A
V
.
STA.

5
2
8
+
5
0

T
O

5
3
9
+
1
6

M
E
D
I
A
N

-
L
-
V10
=

1
.
1

F
P
S
Q10

=

5
.
0

C
F
S
V10

=

1
.
1

F
P
S
Q10

=

4
.
6

C
F
S
V10

=

0
.
7

F
P
S
Q10

=

5
.
7

C
F
S
GRASS SWALE DATA
V10= 1.1 FT/S
Q10= 4.0 CFS
V2= 1.0 FT/S
Q2= 3.1 CFS
L PRO.= 750 FT
L REQ.= 99 FT
SLOPE= 0.003 FT/FT
0.65 AC GRASS
DA= 0.34 AC PAV.
STA. 593+67 TO 601+17 MEDIAN -L-
GRASS SWALE DATA
V10= 2.0 FT/S
Q10= 42 CFS
V2= 1.9 FT/S
Q2= 31 CFS
L PRO.= 860 FT
L REQ.= 3520 FT
SLOPE= 0.003 FT/FT
33 AC OFFSITE
0.65 AC GRASS
DA= 1.56 AC PAV.
STA. 598+45 RT -L- TO 16+00 RT -Y10RPC-
GRASS SWALE DATA
V10= 2.1 FT/S
Q10= 9.0 CFS
V2= 2.0 FT/S
Q2= 7.0 CFS
L PRO.= 100 FT
L REQ.= 460 FT
SLOPE= 0.01 FT/FT
4.1 AC GRASS
DA= 0.53 AC PAV.
STA. 16+00 TO 17+00 RT -Y10RPC-
GRASS SWALE DATA
V10= 2.4 FT/S
Q10= 55 CFS
V2= 1.7 FT/S
Q2= 41 CFS
L PRO.= 370 FT
L REQ.= 2970 FT
SLOPE= 0.003 FT/FT
‘25.2 AC OFFSITE
2.93 AC GRASS
DA= 1.53 AC PAV.
STA. 605+15 TO 608+85 LT -L-
GRASS SWALE DATA
V10= 1.4 FT/S
Q10= 6.0 CFS
V2= 1.3 FT/S
Q2= 5.0 CFS
L PRO.= 115 FT
L REQ.= 270 FT
SLOPE= 0.003 FT/FT
1.5 AC OFFSITE
0.96 AC GRASS
DA= 0.27 AC PAV.
STA. 608+85 TO 610+00 LT -L-
GRASS SWALE DATA
V10= 0.9 FT/S
Q10= 1.3 CFS
V2= 0.9 FT/S
Q2= 1.0 CFS
L PRO.= 150 FT
L REQ.= 29 FT
SLOPE= 0.003 FT/FT
0.15 AC GRASS
DA= 0.14 AC PAV.
STA. 56+50 TO 58+31 LT -Y8A-
GRASS SWALE DATA
V10= 1.9 FT/S
Q10= 2.1 CFS
V2= 1.8 FT/S
Q2= 1.6 CFS
L PRO.= 606 FT
L REQ.= 62 FT
SLOPE= 0.022 FT/FT
0.51 AC GRASS
DA= 0.11 AC PAV.
STA. 613+34 TO 619+40 LT -L-
GRASS SWALE DATA
V10= 1.0 FT/S
Q10= 2.8 CFS
V2= 0.9 FT/S
Q2= 2.1 CFS
L PRO.= 767 FT
L REQ.= 82 FT
SLOPE= 0.003 FT/FT
0.64 AC GRASS
DA= 0.14 AC PAV.
STA. 601+17 TO 608+85 MEDIAN -L-
GRASS SWALE DATA
V10= 0.9 FT/S
Q10= 1.7 CFS
V2= 0.8 FT/S
Q2= 1.3 CFS
L PRO.= 450 FT
L REQ.= 50 FT
SLOPE= 0.003 FT/FT
0.41 AC GRASS
DA= 0.09 AC PAV.
STA. 608+85 TO 613+34 MEDIAN -L-
GRASS SWALE DATA
V10= 2.2 FT/S
Q10= 9.0 CFS
V2= 2.0 FT/S
Q2= 7.0 CFS
L PRO.= 35 FT
L REQ.= 260 FT
SLOPE= 0.009 FT/FT
0.82 AC OFFSITE
0.86 AC GRASS
DA= 0.93 AC PAV.
STA. 627+15 TO 627+50 RT -L-
GRASS SWALE DATA
V10= 1.5 FT/S
Q10= 10 CFS
V2= 1.4 FT/S
Q2= 8.0 CFS
L PRO.= 280 FT
L REQ.= 399 FT
SLOPE= 0.003 FT/FT
2.95 AC OFFSITE
0.13 AC GRASS
DA= 0.91 AC PAV.
STA. 15+25 TO 18+05 RT -Y10RPA-
WORK ACCESS
WORK ACCESS
WORK ACCESS
WORK ACCESS
STA. 300+00.00 -L- BEGIN TIP PROJECT R-2514D TO RIGGS TOWN RD.
TO
TU
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-Y6- (SR
10
0
2
)
OAK GROVE RO AD
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GO SHEN ROAD-Y4- (SR 1337)BELL LOO P ROAD-Y3A- (SR 1338)-Y3- N C 58
SIMMONS LOO P ROAD
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17
SITE 1SIT
E

2
S
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T
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3
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4
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5
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8
S
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7
N
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S 2
0
0
7
N
A
D
83/
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
R
-
2
5
1
4
D
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
D
O

N
O
T

U
S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y

P
L
A
N
S
S
E
E

S
H
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E
T

3
2

F
O
R

-
L
-

P
R
O
F
I
L
E
S
I
T
E

1
050100100200 GRAPHIC SCALE
M
I
T
I
G
A
B
L
E

I
M
P
A
C
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S

Z
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N
E

1
M
I
T
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L
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N
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2
S
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E
E
T

2

O
F

2
0
B
U
F
F
E
R

D
R
A
W
I
N
G
R:\Hydraulics\PERM ITS_Environm ental\Drawings\Buffer Perm it\R2514D_Hyd_Buffer_site_1.dgnmjyork4/21/2014
-L- STA. 308+00.00
295
3
0
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5
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0
0
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P
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N
A
D

8
3
/
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R
S
2
0
0
7
BEGIN PROJECT R-25
1
4
D
END PROJECT R-2514
C
-L- STA. 300+00.00
8
:1
1
2
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P
S
8
:
1
1
2
’

P
S
S
O
I
L
SOI
L
10’ SOIL 10’ SOIL
24
"
RC
P
12’ SOIL BELL BROTHERS FARM, INCDB 310 PG 711DB 180 PG 631DB 188 PG 256DB 197 PG 819DB 282 PG 55DB 278 PG 898MB 12 PG 8
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7
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M
E
D
I
A
N

-
L
-

REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
R
-
2
5
1
4
D
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
D
O

N
O
T

U
S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y

P
L
A
N
S
S
E
E

S
H
E
E
T

3
2

F
O
R

-
L
-

P
R
O
F
I
L
E
S
I
T
E

1
050100100200 GRAPHIC SCALE
M
I
T
I
G
A
B
L
E

I
M
P
A
C
T
S

Z
O
N
E

1
M
I
T
I
G
A
B
L
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I
M
P
A
C
T
S

Z
O
N
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2
S
H
E
E
T

3

O
F

2
0
B
U
F
F
E
R

D
R
A
W
I
N
G
R:\Hydraulics\PERM ITS_Environm ental\Drawings\Buffer Perm it\R2514D_Hyd_Buffer_site_1_con.dgnmjyork4/21/2014
-L- STA. 308+00.00
295
3
0
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3
0
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3
0
0
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TA
P
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N
A
D

8
3
/
N
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2
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0
7
BEGIN PROJECT R-25
1
4
D
END PROJECT R-2514
C
-L- STA. 300+00.00
8
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1
2
’

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S
8
:
1
1
2
’

P
S
S
O
I
L
SOI
L
10’ SOIL 10’ SOIL
24
"
RC
P
12’ SOIL BELL BROTHERS FARM, INCDB 310 PG 711DB 180 PG 631DB 188 PG 256DB 197 PG 819DB 282 PG 55DB 278 PG 898MB 12 PG 8
B
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7
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GRASS SWALE DATAV10= 2.1 FT/S Q10= 17.5 CFSV2= 2.0 FT/SQ2= 13.5 CFSL PRO.= 180 FTL REQ.= 478 FTSLOPE= 0.0045 FT/FT 5.0 AC GRASSDA= 0.6 AC PAV.STA. 370+50 TO 372+30 RT -L-
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30’
30’
REVISIONS
H
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D
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12 1212121214141414141414161616 161616161616161818181818181818 2020202224
REVISIONS
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D
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P
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2
0 GRAPHIC SCALE
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H
Y
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L
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C
S
R
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A
D
W
A
Y

D
E
S
I
G
N
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N
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N
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R
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N
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N
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/
W

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T

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0
R
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2
5
1
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S
T
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T
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N
P
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L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 382+00.00 SEE SHEET 9
M ATCHLIN E -L- STA. 396+00.00 SEE SHEET 11
S
E
E

S
H
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T
S

S
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1

T
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GRAPHIC SCALE050100100200
S
I
T
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3
W
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STA. 380+50 TO 383+30 MEDIAN -L-
30’
30’
30’
30’
30’
30’
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
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A
D
W
A
Y

D
E
S
I
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2
5
1
4
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E

F
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C
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N
S
T
R
U
C
T
I
O
N
P
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L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 382+00.00 SEE SHEET 9
M ATCHLIN E -L- STA. 396+00.00 SEE SHEET 11
S
E
E

S
H
E
E
T
S

S
-
1

T
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3
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S
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R

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M

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GRAPHIC SCALE050100100200
S
I
T
E

3
W
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R
K

B
R
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D
G
E
W
O
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K

B
R
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L
L
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A
B
L
E

I
M
P
A
C
T
S

Z
O
N
E

2
A
L
L
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A
B
L
E

I
M
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A
C
T
S

Z
O
N
E

1
R:\Hydraulics\PERM ITS_Environm ental\Drawings\Buffer Perm it\R2514D_Hyd_Buffer_psh_10_con.dgnmjyork4/21/2014
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15" ALT 15" RCP-IV 15" RCP-IV
CLASS ’II’ RIP RAP
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L
A
S
S

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R
I
P

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-16
-16
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1
6
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14
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-12-12
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-12
-
12
-
1
2
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1
2
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-12
-12
-10
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1
0
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-8-8
-8
-8
-8
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-
8
-
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-6
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6
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-
6
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-2
-
2
-2
-2
-2
-2
-
2
-2
-2
-2
-
2 -2-
2
-2
-2
0
0
0
0
0
0
0
0
00
0
0
0
0
00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
6
6
6
6
8
8
8
8
8
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10
10
1
0
1
0
10
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12
12
12
12
12
12
12
14
1
4
14
14
1
4
14
16
18
20
2426
STA. 380+50 TO 383+30 MEDIAN -L-
30’
30’
30’
30’
30’
30’
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
R
-
2
5
1
4
D
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
D
O

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T

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S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y

P
L
A
N
S
S
E
E

S
H
E
E
T

3
8

F
O
R

-
L
-

P
R
O
F
I
L
E
200 GRAPHIC SCALE100050100
S
I
T
E

4
M
I
T
I
G
A
B
L
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M
P
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S

Z
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N
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1
M
I
T
I
G
A
B
L
E

I
M
P
A
C
T
S

Z
O
N
E

2
R:\Hydraulics\PERM ITS_Environm ental\Drawings\Buffer Perm it\R2514D_Hyd_Buffer_site_4.dgnmjyork4/21/2014
S
H
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T

9

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0
B
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D
R
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W
I
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-L- STA. 466+00.00
-L- STA. 479+00.00
4
7
0
4
7
5
N
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3/
N
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2
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7
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54"
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REVISIONS
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REVISIONS
H
Y
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A
D
W
A
Y

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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
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A
D
W
A
Y

D
E
S
I
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4
0 REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
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N
G
I
N
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R

R
/
W

S
H
E
E
T

N
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.
S
H
E
E
T

N
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.
P
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J
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R
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F
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N
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E

N
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.
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GRAPHIC SCALE100502550
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7
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Rev. May 2006
ROAD
CROSSING BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1 48" RCP-IV X 18124 11612 29736
2 DUAL BRIDGES X 11778 6975 18753
2@8'X8' RCBC X 2143 2083 4226
X 26 26
3 DUAL BRIDGES X 31209 12501 43710
4 54"RCP-IV X 14017 9383 23400
5 36" RCP-IV X 15142 9677 24819
6 78" RCP-IV X 20266 12665 32931
7 60" RCP-IV X 38167 25504 63671
8 BRIDGE X 7707 6694 14401
TOTAL:52837 28279 81116 105716 68841 174557
SHEET 1 OF 1
PROJECT: 34442.1.1 (R-2514D)

5/29/2014
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS

JONES COUNTY
IMPACT
BUFFER IMPACTS SUMMARY
TYPE
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STRUCTURE SIZE /
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Rev. Jan 2009
ZONE 1
(ft2)
ZONE 2
(ft2)
2 371+98 -L-TO 374+73 -L-11630 5096
18+28 -DRV3-TO 22+07 -DRV3-928 379
3 388+28 -L-TO 395+18 -L-24130 9567
4 473+16 -L-TO 474+13 -L-12324 6294
5 519+60 -L-TO 520+66 -L-433 0
6 529+50 -L-TO 532+44 -L-0 1432
7 507+43 -L-TO 513+23 -L-28108 11272
8 18+45 -Y10RPA-TO 20+27 -Y10RPA-4781 2277
TOTAL:82334 36317
WETLANDS IN
BUFFERS
SITE NO.
STATION
(FROM/TO)
WETLANDS IN BUFFER IMPACTS SUMMARY
SHEET 1 OF 1
PROJECT: 34442.1.1 (R-2514D)

5/29/2014
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS

JONES COUNTY
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REVISIONS
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6
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1
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D
25-JUN-2014 11:21R:\Roadway\Proj\R2514D_Rdy_psh_06a.dgn$$$$USERNAME$$$$8/17/99
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M ATCHLINE -Y3- STA. 34+00.00 SEE SHEET 30
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PARCEL 10 (JANIE SHACK), PARCEL 13 (KETSHIA SIMMONS AND JANIE SHACK), AND PARCEL 14 (UNKNOWN). THE R/W WAS ELIMINATED FROM PARCEL 5 (UNKNOWN).PARCEL 4 (BRITT A. EMANUEL). PARCELS 11 AND 14 WERE COMBINED TO PARCEL 11 (JANIE MAE SHACK JAMAR STRAYHORN). PARCELS 16 AND 17 WERE COMBINED TO PARCEL 16 R/W REVISION 03-26-14 (DWG) - PROPERTY OWNER NAME CHANGE ON PARCELS 9, 11, AND 100 TO (JANIE MAE SHACK JAMAR STRAYHORN). PARCELS 4 AND 5 WERE COMBINED TO (UNKNOWN). MOVED THE C/A BOUNDARY FROM SOUTH OF -Y3- TO THE NORTHERN PROPOSED R/W LINE OF -Y3B-. DELETED THE R/W FROM THE SOUTH SIDE OF -Y3-
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H
Y
D
R
A
U
L
I
C
S
R
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A
D
W
A
Y

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S
I
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5
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4
D
25-JUN-2014 11:22R:\Roadway\Proj\R2514D_Rdy_psh_16.dgn$$$$USERNAME$$$$8/17/99
D
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T

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S
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F
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A
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M ATCHLIN E -L- STA. 461+00.00 SEE SHEET 15
M ATCHLIN E -L- STA. 474+00.00 SEE SHEET 17
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S
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3
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F
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L
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-L- CS Sta. 466+44.51
-L- ST Sta. 468+44.51
-L-L = 2,201.12’PI Sta 455+54.40DT = 1,111.00’R = 6,560.00’
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M ED.
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r
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D
i
t
c
h
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
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N
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N
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N
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/
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.
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E
T

N
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.
P
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F
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N
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E

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.
1
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R
-
2
5
1
4
D
25-JUN-2014 11:22R:\Roadway\Proj\R2514D_Rdy_psh_17.dgn$$$$USERNAME$$$$8/17/99
D
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T

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E

F
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M
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A
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P
L
A
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M ATCHLIN E -L- STA. 474+00.00 SEE SHEET 16
M ATCHLIN E -L- STA. 488+00.00 SEE SHEET 18
S
E
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S
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3
9

F
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10’ PS4’ PS4’ PS10’ PS 10’ PS4’ PS4’ PS10’ PS 24’M ED.46’24’.025.025
.025.025
24’
M ED.
46’24’
1
0
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)
SOIL
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12" H
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1
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REVISIONS
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D
W
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Y

D
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S
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M ATCHLIN E -L- STA. 530+00.00 SEE SHEET 20
M ATCHLIN E -L- STA. 544+00.00 SEE SHEET 22
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15" RCP
15
"

R
C
P
D
I
DI
1
310
30.
8
9
134
4
*
BL3
4
0
4
*
EL3
4
0
4
147
4
CB
CB
CB
DI
DI
DI
15
" R
C
P
INV
=
2
4
.9
6
’
INV
=
2
9
.7
0
’
12
" R
C
P
24
" RCP
12" HDPE
15
" R
C
P
IN
V
=
2
2
.3
8
’
INV=22.87’INV=23.34’
30" RCP
IN
V
=2
2
.7
2
’
12
" RC
P
12" RCP
30" RCP
12" RCP
1
5
"

H
D
P
E
12" RCP
6" HDPE
6
" HD
P
E
R
IP

R
A
P
48" WW
1SBW
4
8
"

W
W

1
S
B
W
4
8
"

W
W

1
S
B
W
48" WW 1SBW
GR.
R
I
P
R
A
P
R
IP
R
A
P
NCDOT OH SIGN
POSTS
NCDOT OH
SIGN
POSTS
NCDOT OH
SIGN
POSTS
AARON L. M ALLARD, ET UX F FFFFF F
F F
F F
C F
C F
C F
C F
C F
C FCFF FFFFF+41.37 -Y10RPC-90.00’ (RT.)
+
4
1
.
3
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-
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1
0
R
P
C
-
8
4
.
5
6
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(
R
T
)
97 CHORD
9
7
+
7
6
.
0
0

-
Y
1
0
-
E
N
D

C
/
A

F
E
N
C
E
1
1
4
.
8
2
’

(
L
T
.
)
30.00’ (LT.)+43.00 -Y8-45.00’ (LT.)15" CSP3101 3102
G
R
A
D
E

T
O

D
R
A
I
N
R
E
T
A
I
N
R
E
T
A
I
N
R
E
T
A
I
N
R
E
T
A
I
N
R
E
T
A
I
N
C
L
E
A
N

O
U
T

P
I
P
E
2GI Convert to JB RETAIN NA D 83/ NSRS 2007