HomeMy WebLinkAbout2014_PCSP_Guidance_Finalr. co
Highway
Storrnwater
NC Department of Transportation
Hydraulics Unit
1590 Mail Service Center
Raleigh, NC 27699-1590
919.707.6700
April 2014
FINAL
NuC
Highway
Stormwater
ExecutiveSummary.................................................................................................................................. ES-1
1.0 NCDOT's Post -Construction Stormwater Program..............................................................................1-1
1.1 PCSP Guiding Principle.................................................................................................................1-2
1.2 State and Federal Regulations that may apply to NCDOT Projects.............................................1-5
1.3 Layout of the PCSP..................................................................................................................1-6
1.4 How to use this Document...........................................................................................................1-9
2.0 Stormwater Quality Management for Roadway Projects.
2.1 PCSP Process for Roadway Projects ..........................
2.2 Minimum Measures - Planning Phase .......................
2.3 Minimum Measures - Drainage Design Phase ..........
2.4 Projects Requiring Regulatory Review ......................
2.5 Projects Not Requiring Regulatory Review ...............
2.6 Implementation of Structural BMPs .........................
2.7 Documentation Requirements ..................................
............................................................... 2-1
............................................................... 2-1
............................................................... 2-3
............................................................... 2-5
............................................................... 2-9
............................................................. 2-10
............................................................. 2-10
............................................................. 2-11
3.0 Stormwater Quality Management for Non -Roadway Projects............................................................3-1
3.1 PCSP Process for Non -Roadway Projects.....................................................................................3-2
3.2 Minimum Measures for Non -Roadway Projects..........................................................................3-6
3.3 Projects Requiring Regulatory Review.........................................................................................3-8
3.4 Projects Not Requiring Regulatory Review..................................................................................3-9
3.5 Implementation of Structural BMPs............................................................................................3-9
3.6 Documentation Requirements...................................................................................................3-10
4.0 Documenting Compliance with the PCSP............................................................................................4-1
4.1 Stormwater Management Plans..................................................................................................4-1
4.2 Other Project -Specific PCSP Compliance Documents..................................................................4-4
4.3 PCSP Documentation Retention and Retrieval............................................................................4-6
5.0 Sustaining the PCSP Outcome..............................................................................................................5-1
5.1 Other Activities Which Sustain Water Quality.............................................................................5-1
List of Figures
Figure 1.1. Basic PCSP Workflow......................................................................................................................1-7
Figure 2.1. Overall PCSP Process for Roadway Development.........................................................................2-2
Figure 3.1. PCSP Process for Non -Roadway Development..............................................................................3-3
List of Tables
Table 1.1. NPDES Permit Management Measures..........................................................................................1-1
Table 1.2. PCSP Participating Groups...............................................................................................................1-3
Table 1.3. Programs that may impact Post -Construction Stormwater Management on NCDOT Projects ...1-6
Table 2.1. Programs that may impact Post-Construction................................................................................2-9
Table 4.1. Useful Resources for Completing an SMP.......................................................................................4-2
Table 4.2. SMP Tool Content Summary............................................................................................................4-3
Table 4.3. Forms of Project -Specific PCSP Compliance Documentation.........................................................4-4
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BMP
Best Management Practice
BUA
Built -Upon Area
CAMA
Coastal Area Management Act
CE
Categorical Exclusion
CWA
Clean Water Act
DCM
Design, Construction, and Maintenance
EA
Environmental Assessment
EIS
Environmental Impact Statement
EMC
Environmental Management Commission
FHWA
Federal Highway Administration
GREEN
Guided Reduction of Environmental Excess Nutrients
HOW
High Quality Waters
HSP
Highway Stormwater Program
IRVM
Integrated Roadside Vegetation Management
I&M
Inspection and Maintenance
LID
Low Impact Development
NCAC
North Carolina Administrative Code
NCDENR
North Carolina Department of Environment and Resources
NCDLR
North Carolina Division of Land Resources
NCDOT
North Carolina Department of Transportation
NCDOT-JLSLAT
NCDOT-Jordan Lake Stormwater Load Accounting Tool
NEPA
National Environmental Policy Act
NPDES
National Pollutant Discharge Elimination System
MEP
Maximum Extent Practicable
ORW
Outstanding Resource Waters
PCN
Pre -construction Notification
PCSP
Post -Construction Stormwater Program
PDEA
Project Development and Environmental Analysis
POC
Pollutant of Concern
REU
Roadside Environmental Unit
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ROW
Right -of -Way
SEPA
State Environmental Policy Act
SMP
Stormwater Management Plan
SPPP
Stormwater Pollution Prevention Plan
TIP
Transportation Improvement Project
TMDL
Total Maximum Daily Load
TS4
Transportation Separate Storm Sewer System
USACE
United States Army Corps of Engineers
USEPA
United State Environmental Protection Agency
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Built -Upon Area (BUA): impervious surface and partially impervious surface to the extent that the
partially impervious surface does not allow water to infiltrate through the surface and into the subsoil.
Built -upon area does not include a wooden slatted deck, the water area of a swimming pool, or gravel
(refer to G.S. 143-214.7). Built -upon area includes paved and unpaved state maintained travelways.
New BUA: a net increase in built -upon area within a project boundary. The project boundary includes
all areas associated with a project where surface coverage is permanently modified.
Coastal Counties: include Beaufort, Bertie, Brunswick, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, New Hanover, Onslow, Pamlico, Pasquotank, Pender, Perquimans, Tyrrell,
and Washington (refer to 15A NCAC 02H .1002(4)).
Non -Roadway Project: for the purposes of this guidance, a non -roadway project is any new NCDOT
facility or any modification to an existing facility that results in a net increase in BUA and that does not
otherwise qualify as new road development. New non -roadway development projects are generally not
located within the linear NCDOT ROW. These projects can include new construction or upgrades to
existing maintenance yards, rest areas, welcome centers, office buildings, training facilities, parking lots,
or other non -roadway facilities. Any ingress or egress drives or streets within the NCDOT owned project
boundaries are also considered part of the non -roadway project and should not be separated out as a
roadway project.
Roadway Project: for the purposes of this guidance, a roadway project is any new roadway
construction, new weigh stations, roadway widening, or other roadway -related activity occurring within
the NCDOT right-of-way (ROW) or easement which results in a net increase in built upon area. Examples
of new roadway development include new location roadway projects, addition of new acceleration and
deceleration lanes, new bridges and culverts, new median crossovers, and new sidewalks within the
NCDOT ROW.
Travel Lane: for the purposes of this guidance, a travel lane is a lane of 10 feet minimum width, designed
for automobile/truck traffic and to increase the capacity of the transportation facility. Travel lanes do
not include turn lanes as turn lanes are intended to increase the safety and level of service of the
transportation facility as opposed to increasing capacity. Travels lanes also do not include acceleration
or deceleration lanes.
Vegetated Buffer: means an area of natural or established vegetation directly adjacent to surface
waters. The width of the buffer is measured horizontally from the normal pool elevation of the
impounded structures, from the bank of each side of streams or rivers, and from the mean high water
line of tidal waters, perpendicular to the shoreline. Riparian buffer rules may apply to vegetated buffer
areas and the appropriate authorizations must be acquired where applicable. In areas not located in
riparian buffer areas, the vegetated buffer may be cleared or graded, but must be planted with and
maintained in grass or any other vegetative or plant material.
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Executive Summary
The North Carolina Department of Transportation (NCDOT) implements a Post Construction Stormwater
Program (PCSP) in accordance with Part II Section B.5 of the Department's National Pollutant Discharge
Elimination System (NPDES) permit. The primary objective of the PCSP is to regulate stormwater from
new NCDOT development and re -development for new built upon area (BUA) by requiring structural and
non-structural practices to protect water quality, reduce pollutant loading, and minimize post -
construction impacts to water quality. As part of the PCSP, NCDOT implements post -construction best
management practices (BMP) for discharges, controls runoff from new development and
redevelopment, and implements the approved NCDOT Best Management Practices Toolbox as well as
defining Toolbox implementation and training.
This document presents an update to the PCSP that is intended to provide more detailed guidance on
the processes and procedures NCDOT uses to facilitate permit compliance and reinforce the protection
of water quality standards. There are many stakeholders or participating groups engaged in NCDOT
activities and decision making that impact post -construction stormwater management; these
participating groups include NCDOT project managers and staff, consultants, and regulatory agencies. In
addition, NCDOT implements many different types of projects which can originate from the
Transportation Improvement Program (TIP), the division level, or from one of many other business units.
Therefore, post construction stormwater management required to protect water quality and maintain
permit compliance is established on a project -by -project basis through a collaborative process involving
the applicable participating groups. This document provides guidance to participating groups on the
general decision -making process, applicable regulatory programs, minimum measures, and
documentation required to achieve compliance with the PCSP for projects that involve new BUA.
Section 1.0 of this guidance document introduces the guiding principle of the PCSP, the participating
groups, the applicable regulatory programs, and the general approach for project compliance with the
PCSP. Sections 2.0 and 3.0 provide guidance on workflows and the general process to facilitate
compliance with the PCSP for roadway and non -roadway projects, respectively. The workflows describe
the processes for implementing BMPs to the maximum extent practicable (MEP) to protect water quality
and include minimum measures, which are practices considered for implementation on all projects, in
addition to structural controls as required. Section 4.0 provides requirements for project -specific
documentation, which preserves stormwater management decisions and verifies compliance with the
program. In addition to the PCSP, other NPDES programs benefit water quality. These programs, which
help to sustain the outcome of the PCSP, are discussed in Section 5.0.
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1.0 NCDOT's Post -Construction Stormwater Program
The North Carolina Department of Transportation (NCDOT) is required by its National Pollutant
Discharge Elimination System (NPDES) permit (NCS000250) to implement a Post -Construction
Stormwater Program (PCSP). This program establishes the management strategies for stormwater
runoff from NCDOT (also referred to as Department) development and redevelopment for new built -
upon area (BUA). This document is an update to NCDOT's PCSP that provides improved documentation
of the Department's PCSP compliance practices.
The updated PCSP also provides guidance to participating groups involved in NCDOT roadway and non -
roadway projects and facilitates communication between engineers, designers, regulatory agents, and
other stakeholders (participating groups). This document provides overarching guidance for evaluating
the stormwater management needs of a project site, encourages measures for reducing pollutant
loading, promotes drainage design for conveying runoff in a diffuse and non -erosive manner, and
provides best management practice (BMP) implementation guidance for projects that require treatment
of stormwater pollutants.
The primary objective of the PCSP is to regulate stormwater from a new BUA by requiring structural and
non-structural BMPs to protect water quality, reduce pollutant loading, and minimize post -construction
impacts to water quality. Table 1.1 lists management measures included in the NPDES permit that must
be implemented by NCDOT to meet the objectives of the PCSP.
Table 1.1. NPDES Permit Management Measures
Post -Construction stormwater
control measures
1*10dbLUdAIC Wlidlb
Implement post -construction stormwater control measures for
discharges in accordance with the Post -Construction Stormwater
Program.
Implement a PCSP
Implement a PCSP to control runoff from new NCDOT
development and redevelopment. The PCSP shall define
implementation of the approved NCDOT BMP Toolbox, define a
training program for appropriate NCDOT staff and contractors to
implement the Toolbox, and incorporate watershed quality
strategies.
Submit revisions to the PCSP to
NCDOT updates and/or revisions shall be submitted to the
the North Carolina Department
NCDENR for approval prior to implementation.
of Environment and Natural
Resources (NCDENR) for
approval
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1.1 PCSP Guiding Principle
NCDOT's Mission and its Environmental Stewardship
Policy identify the underlying principles of the PCSP.
NCDOT's Environmental Stewardship Policy outlines
the Department's commitment to planning, designing,
constructing, maintaining, and managing an
interconnected transportation system while striving to
preserve and enhance natural and cultural resources.
The policy outlines the following responsibilities that
are a part of NCDOT's day-to-day operations:
Safeguarding the public's health by conducting
our business in an environmentally responsible manner.
Demonstrating our care for and commitment to the environment.
Recognizing that our customers expect NCDOT to provide mobility and a quality of life that
includes the protection of the natural resources and the cultural, social, and economic values of
their community.
The Highway Stormwater Program (HSP) was developed in 1998 to protect and improve water quality
while fulfilling NCDOT's mission of providing and supporting a safe and integrated transportation system
that enhances the state. The HSP operates with the following guiding principles:
• Comply with NPDES stormwater permit requirements by managing and reducing stormwater
pollutants from roadways and industrial areas.
• Design sustainable programs that can be effectively managed, implemented, and integrated into
NCDOT.
• Develop solutions that improve program delivery, are proactive, form partnerships, have
technical merit, and are fiscally responsible.
In line with NCDOT's Mission and the Environmental Stewardship Policy, NCDOT employs a
collaborative, interdisciplinary, and holistic approach to post -construction stormwater. Existing
processes among stakeholders are leveraged to produce post -construction stormwater outcomes that
are protective of the state's water resources while balancing needs of the public, state, and federal
agencies, and the environment. The collaborative process involves stakeholders in the decision making
process; therefore, the overall project outcome achieves consensus of the best comprehensive solution.
The stakeholders involved in PCSP decision making are the PCSP participating groups. PCSP participating
groups include the entities within and outside of NCDOT responsible for project planning, design,
construction, and maintenance. PCSP participating groups are listed in Table 1.2.
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Table 1.2. PCSP Participating Groups
DescriptionPCSP
..Footnote
NCDOT Hydraulics Unit
Responsible for broad range of activities related to hydraulic and
1 z s e
surface drainage for roadway construction and activities. ' ' '
NCDOT Project Development and
Leads compliance efforts for the National Environmental Policy
Environmental Analysis
Act and State Environmental Policy Act. Drives Merger Process
and assists in permit acquisition.s,6
Engineering Consultants and Contractors
Companies contracted through NCDOT for design and/or
z,3,s
construction services .
ervices.
Responsible for the preparation of roadway design plans and
NCDOT Roadway Design Unit
engineering cost estimates for all centrally let highway
construction projects.1,z
NCDOT Structures Management Unit
Develop structural general drawings and structural plans for z
road and bridge projects.
NCDOT Division of Highways (Divisions)
14 transportation divisions responsible for roadway planning,
1235
design, construction and maintenance activities. ' ' '
Responsible for wide range of activities for the highway system
NCDOT Roadside Environmental Unit
to enhance the environment, including activities related to BMP
operation and maintenance.4,s
NCDOT Construction Unit
Provides oversight and administration to highway construction
projects under private contract.
NCDOT Facilities Management Division
Responsible for facilities design, construction, and
maintenance.1,z,3,4,s
NCDOT Ferry Division
Responsible for ferry operations, including planning, design,
1 z 3 4,s
construction and maintenance of ferry facilities. ' ' '
NCDOT Rail Division
Responsible for rail operations, including planning, design,
1z34,s
construction and maintenance of rail facilities. ' ' '
NCDOT Division of Bicycle and Pedestrian
Responsible for bicycle and pedestrian project development,
Transportation
including planning and design activities. 1,2,3,4,1
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Table 1.2. PCSP participating groups, cont.
DescriptionPCSP
..Footnote
Federal Highway Administration
Provides stewardship over the construction, maintenance, and
preservation of the Nation's highways, bridges, and tunnels.'
U.S. Army Corps of Engineers
Builds and maintains infrastructure as well as regulates activities
67
covered by the Clean Water Act (CWA). '
Provides regulatory framework for state and local governments
U.S. Environmental Protection Agency
and performs enforcement activities related to regulatory
compliance.'''
NC Department of Environment and
Regulates stormwater programs; issues and enforces permits.'''
Natural Resources
U.S. Fish and Wildlife Service
Participates in conservation of species through the Endangered
Species Act.'
National Marine Fisheries Service
Responsible for the management, conservation, and protection
6
of living marine resources within the United States.
Conserves and sustains the state's fish and wildlife resources
N.C. Wildlife Resources Commission
through research, scientific management, wise use, and public
input.'
N.C. Department of Cultural Resources
Leader in using the state's cultural resources to build the social,
cultural, and economic future of North Carolina.'
Military force with broad legal authorities, geographic diversity,
U.S. Coast Guard
and expansive partnerships that promotes maritime safety,
security, and environmental stewardship.'''
U.S. Forest Service
Manages public lands in national forests and grasslands.'
Provides electrical service, owns and operates hydroelectric
Tennessee Valley Authority
dams, reservoirs and associated infrastructure in North
Carolina.'''
National Park Service
Manages the 401 parks of the National Park System.'
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Table 1.2. PCSP participating groups, cont.
xePCSP Participating Groups (See scription
Policy -making organizations made up of representatives from
local government and governmental transportation authorities.
Metropolitan Planning Organizations Ensures existing and future expenditures of governmental funds
for transportation projects and programs are based on a
continuing, cooperative, and comprehensive planning process.6
Associations of local governments involved in local and regional
Rural Planning Organizations transportation planning. Advises the NCDOT on rural
transportation policy.6
Eastern Band of Cherokee Indians Govern lands within the Qualla Boundary in western North
Carolina.
1Avoidance and minimization; 2BMP design; 3BMP construction; 4BMP maintenance; sPermit applications; 6Merger
process;'Regulator
The specific participating groups that are involved in a given project depend on a number of factors,
such as project type (roadway or non -roadway), scope, potential impacts, and permitting requirements.
Each project is managed on a case -by -case basis, where NCDOT facilitates the process of soliciting
appropriate participating group involvement. The participating groups work in concert to arrive at
project -specific outcomes that support PCSP guiding principles and comply with required state and
federal regulations.
Some projects, such as larger Transportation Improvement Program (TIP) projects, go through the
Merger Process, which is designed to efficiently implement the project development and permitting
processes. The process was agreed to by the U. S. Army Corps of Engineers (USACE), Department of
Environment and Natural Resources (NCDENR), the Federal Highway Administration (FHWA), and
NCDOT and is supported by other stakeholder agencies and local units of government. The Merger
Process facilitates discussion among participating groups to reach consensus on ways to promote
meeting the regulatory requirements of Sections 404 and 401 of the CWA during the National
Environmental Policy Act (NEPA)/State Environmental Policy Act (SEPA) decision -making phase for
projects. The process helps to document how diverse participating group mandates and regulations are
balanced during the shared decision -making process, which results in agency representatives reaching a
consensus -based decision.
1.2 State and Federal Regulations that may apply to NCDOT Projects
There are several state and federal regulations that may involve post -construction stormwater
requirements for NCDOT roadway and non -roadway projects. These regulations are designed to protect
water quality and protect intended uses of surface waters. A list of programs that may impact NCDOT
projects is provided in Table 1.3.
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Table 1.3. Programs that may impact Post -Construction
Stormwater Management on NCDOT Projects
Program/Requirement
Reference
Falls Lake Water Supply Nutrient Strategy
15A NCAC 02B .0281
Jordan Lake Water Supply Nutrient Strategy
15A NCAC 02B .0271
Coastal Counties'
15A NCAC 02H .1005
Outstanding Resource Waters (ORW)'
15A NCAC 02H .1007
High Quality Waters (HQW)'
15A NCAC 02H .1006
Neuse River Basin: Protection and Maintenance of Existing Riparian
Buffers
15A NCAC 02B .0233
Tar -Pamlico River Basin: Protection and Maintenance of Existing
Riparian Buffers
15A NCAC 02B .0259
Catawba River Basin: Protection and Maintenance of Existing
Riparian Buffers
15A NCAC 02B .0243
Randleman Lake Water Supply Watershed: Protection and
Maintenance of Riparian Areas
15A NCAC 026 .0250
Goose Creek Watershed: Buffer Types and Managing Activities
within Riparian Buffers
15A NCAC 02B .0607
Water Supply Watersheds
15A NCAC 02B .0104(m)
401 Water Quality Certification
15A NCAC 02H .0500
Isolated Waters and Isolated Wetlands
15A NCAC 02H .1300
Coastal Area Management Act
G.S. Chapter 113A Article 7
Endangered Species Act (Endangered and Threatened Wildlife and
Endangered Species Act of
Wildlife Species of Special Concern)
1973 (15A NCAC 02B .0110)
As of August 1, 2013, NCDENR consolidated state stormwater permitting under 15A NCAC 02H .1000
for NCDOT projects under the requirements of the PCSP.
1.3 Layout of the PCSP
There are two primary categories of project types in the PCSP: roadway and non -roadway. Non -roadway
projects are implemented similarly to parcel -type development, in that they are generally subject to
prescriptive stormwater management criteria. Roadway projects require an approach to allow for
customized solutions to meet the environmental protection needs of a project because of the
constrained, linear nature of these projects. Roadway projects are covered in Section 2.0 while non -
roadway projects are covered in Section 3.0.
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Both roadway and non -roadway projects follow the same basic workflow for compliance with the PCSP.
See Figure 1.1 for a depiction of the basic PCSP workflow. If a project is subject to state stormwater
programs and requires review by regulatory agencies, the appropriate participating groups coordinate
with the reviewing agencies to implement BMPs that are protective of surface waters. If a project is not
subject to state stormwater programs (and thus does not require regulatory agency review), the
appropriate participating group implements BMPs according to the workflows provided in Figure 2.1 and
Figure 3.1 for roadway and non -roadway projects, respectively. In either case, if structural BMPs are
required for the project, a project -specific Stormwater Management Plan (SMP) is completed.
Figure 1.1. Basic PCSP Workflow
New project
initiated
Does project
gate new BUA
Yes
Identify project type as
roadway or non -
roadway
Implement planning and
design minimum measures
per project type
PCSP does not
apply
V
Project
Follow workflows in Figure
documentation as
2.1 for roadway projects or
described in
Figure 3.1 for non -roadway
Section 2.0 and
projects
Section 3.0
PCSP
requirements
satisfied
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Regardless of project type or workflow, minimum stormwater management measures are implemented
on all projects. Minimum measures are actions taken on every project, during both planning and design
phases, that protect water quality, minimize pollutant loading, and minimize post -construction impacts
to water quality. Many of the minimum measures embody the low impact development (LID) and green
infrastructure concepts of conservation and use of on -site natural features to retain or treat runoff close
to the source. When only minimum measures are implemented on a project, a project -specific SMP is
not required in most cases. However, a project -specific SMP may be completed if deemed necessary by
an applicable participating group in order to document stormwater management decisions. The
implementation of minimum measures on a project, as described in Sections 2.0 and 3.0 of this guidance
document, will serve as the programmatic SMP for projects that do not require project -specific
documentation.
BMPs are selected to reduce impacts of parameters -of -concern (POCs) as identified by surface water
classification, regulation, or other relevant guidance with the goal of protecting surface water quality.
BMPs are implemented to the maximum extent practicable (MEP) to provide flexibility to optimize
reductions in stormwater pollutants within the unique project context for each project. While the
federal CWA requires that NPDES permittees provide controls to reduce the discharge of pollutants to
the MEP, it does not provide a precise definition of MEP. This allows each permittee the flexibility to
identify management practices for non-structural controls, as well as design and engineering practices
associated with structural controls, to address their particular activities in order to reduce stormwater
pollutants on a location -by -location basis. However, the US Environmental Protection Agency (USEPA)
established some characteristics of MEP (Federal Register, Volume 64, page 68754, December 8, 1999)
when it revised the NPDES program for stormwater discharges, in that the MEP
• Is satisfied by compliance with an NPDES permit;
• Should include consideration of conditions of receiving waters, beneficial uses of receiving
water, hydrology, geology, climate, specific local concerns, and other aspects, such as those
included in a comprehensive stormwater management plan (if existing);
• Should consider the current ability to finance the program or project, and the capacity to
perform operation and maintenance;
• Should consider all measures, including non-structural measures, as a whole to assess their
ability to address the pollutants;
• May be different for different regulated areas;
• Is a reiterative process and should continually adapt to current conditions and BMP
effectiveness.
Therefore, MEP is not just stormwater control requirements but the system and methods used to
implement and manage effective controls to meet water quality objectives. Application of MEP is a
location -by -location exercise. However, examples of considerations applicable to NCDOT include the
following:
• Right-of-way conflicts such as acquisition of property for the sole purpose of stormwater
controls
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• Taking advantage of established mature trees and buffers that provide water quality and
ecological benefits
• Topography limitations that include steep slopes and cut sections that compromise the function
and long term operation of stormwater controls as well as increase cost of construction
• Geological limitations that include rock, high ground water table, poor soil, and karst geology
• Environmental justice
• Utility conflicts
• Excessive costs to construct or maintain a control
• Applicability and effectiveness of non-structural controls
The above factors should be considered in the decision -making process when implementing BMPs. Non-
structural controls implemented through the HSP are discussed in more detail in Section 5.
Project -specific SMPs are prepared for all bridge replacement projects, as well as all projects requiring
structural BMPs. SMPs are important for preserving stormwater management decisions in addition to
documenting the implementation of structural BMPs to the MEP. The SMP is discussed in more detail in
Section 4.0. Appropriate documentation and retention is an important component of the PCSP which is
also discussed in more detail in Section 4.0 of this document.
Approved structural BMPs are provided in the NCDOT Stormwater Best Management Practices Toolbox
(BMP Toolbox). The BMP Toolbox presents guidance, criteria, and considerations for the design and
application of structural BMPs. The BMP Toolbox is updated as needed to include additional BMPs and
design criteria. Training is provided by the HSP, as part of the Internal Education Program, for NCDOT
staff and contractors to promote compliance with BMP Toolbox implementation. See Section 5.0 of this
document for discussion of BMP Toolbox training as part of the Internal Education Program.
In addition to the PCSP, the NPDES permit requires the implementation of several other programs that
benefit water quality. These programs, which are discussed in Section 5.0, integrate with each other and
the pre -construction and post -construction phases of the PCSP to provide guidance to NCDOT staff and
contractors to understand the Department's approach to stormwater management and to help sustain
the outcome of the PCSP. For example, the BMP Inspection and Maintenance Program promotes the
proper continuing function of structural BMPs so that they continue to treat stormwater as intended. In
addition, in the post -construction environment, the BMP Retrofit Program identifies sites with potential
to contribute pollutant loading and implements BMPs to mitigate the pollution potential. The other
permit programs described in this section highlight the comprehensive and holistic approach NCDOT
takes to post -construction stormwater.
1.4 How to use this Document
This document is intended to provide guidance to the participating groups that are involved in the
NCDOT PCSP for roadway and non -roadway projects. The processes for compliance with roadway and
non -roadway projects are presented in Section 2.0 and Section 3.0, respectively. First, participating
groups should identify whether their project is roadway or non -roadway, and then proceed to the
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appropriate section. Each section presents the workflow process to achieve compliance, the applicable
participating groups, appropriate BMP Toolbox implementation, and any documentation requirements.
For more detailed documentation and documentation retention requirements the user is directed to
Section 4.0. Section 5.0 provides information on NPDES programs that help to sustain the project -
specific outcomes of the PCSP. Appendix A and appendix B contain guidelines for some projects, as
directed by appropriate workflows, which are not subject to regulatory review, while appendix C
provides resources to support compliance with the PCSP.
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2.0 Stormwater Quality Management for Roadway Projects
The NPDES permit requires that the PCSP regulate stormwater from new BUA1. The majority of new
BUAs introduced into the NCDOT Transportation Separate Storm Sewer System (TS4) are from roadway
development. New roadway development is generally defined as any new roadway construction, new
weigh stations, roadway widening, or other roadway -related activity occurring within the NCDOT right-
of-way (ROW) or easement which results in a net increase New Roadway Development. .
in built upon area. Examples of new roadway Examples
development include new location roadway projects,
addition of new acceleration and deceleration lanes, new
bridges and culverts, new median crossovers, and new
sidewalks within the NCDOT ROW. Development projects
that consist of industrial facilities, maintenance yards,
rest areas, parking lots, and other building facilities are
considered non -roadway projects and are addressed in
Section 3.0 of this document.
To provide a PCSP that is protective of surface waters and
allows for unique project specific solutions, the
• New location roadways
• Roadway widening
• New acceleration/deceleration lanes
• Interchange modifications
• New bridges or culverts
• Bridge or culvert replacements
• Median crossovers
• Sidewalks within NCDOT ROW
• Bus shelters within NCDOT ROW
• Weigh Stations
stormwater management approach is determined on a Borrow and waste sites associated with
project -by -project basis. Each project will consider the NCDOT road construction
implementation of BMPs that are protective of the
receiving stream within the context of mobility and the
needs of the human environment. Provided the responsible parties from the PCSP participating groups
follow the process and document decisions as outlined in this section, the resultant approach is
considered protective to the MEP and is in compliance with the PCSP.
2.1 PCSP Process for Roadway Projects
Regardless of whether a roadway project goes through the Merger PC5P Participating Groups
Process or is managed by the NCDOT Central Office Units or through 0 PDEA or Division
a division office, the PCSP process for that project remains the same. Environmental Officer
The PCSP roadway process is provided in Figure 2.1. 0 NCDOT Project Design Team
• Regulatory Agencies
1 The PCSP does not apply to projects that result in no net increase in built upon area. However, these projects may
still have environmental requirements associated with other permits and approvals.
2This table provides examples of new roadway development projects and is not intended to be an exhaustive list.
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Figure 2.1. Overall PCSP Process for Roadway Development
A identified as
roadway
Consider planning minimum measures (refer to Section 2.2):
• Maximizing shoulder section
• Minimizing roadway side slopes
• Assessing and minimizing the impacts of stormwater runoff to environmentally sensitive areas
• Promoting sensitive intersection of streams
ider design minimum measures (refer to Section 2.3):
Providing adequate ground cover
Stabilizing slopes
Providing adequate energy dissipation
Preserving natural features
Maximizing vegetative conveyance
Encouraging diffuse flow
Minimizing direct discharge from bridges
Does the project require Is the project located in any of
review by regulatory No the following areas: HQW Yes �Followwordkflowsagency?lwatershed, ORW
watershed, or a
Coastal County?
Yes \ /
No
Are structural BMPs Implement planning and
determined to be required Not► design minimum measures
through coordination with (refer to Sections 2.2 and
\ reviewing agency? 2.3)
Implement Complete project- oes project PCSP requirements
p p 1
structural BMPs specific SMP involve drainage No satisfied. Project -specific
to the MEP design? SMP not required
PCSP
requirements
Yes
satisfied
Follow Guidelines Complete project -
for Drainage specific SMPZ
Studies
(4�
IIncludes the following programs: 404/401 Water Quality Certification, Isolated Wetlands/
Waters, Merger Process, Riparian Buffer Authorizations, CAMA Permits, Endangered Species
Act/Section 7 Consultation.
ZA copy of the project -specific SMP shall be sent to the Hydraulics Unit.
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2.2 Minimum Measures - Planning Phase
For all roadway projects, the PCSP project planning phase is defined as the period between establishing
the purpose and need for the roadway project through avoidance and minimization of impacts to the
selected preferred alternative. For projects that go through the NEPA/Section 404 Merger Process, the
PCSP planning phase refers to the project period between Concurrence Point 1 - Purpose and Need and
Project Area Defined and Concurrence Point4A -Avoidance and Minimization. Information on the
Merger Process is available on the Connect NCDOT website. During the Planning Phase of a roadway
project, the applicable PCSP participating groups must consider any applicable and relevant planning
minimum measures and maximize their implementation appropriately.
The PCSP participating groups should consider each minimum measure for potential and appropriate
inclusion to the MEP on a project -by -project basis. The inclusion of minimum measures should be
compared against other design requirements and safety concerns to the MEP. The PCSP participating
groups should consider whether implementation would adversely affect safety of the travelling public,
impact critical environmental features such as wetlands, or increase project cost beyond a practical
measure. Consideration of these minimum measures, even if the result is none of the measures can be
implemented, is adequate for compliance with the PCSP.
Planning Minimum Measures
Definition:
Selecting a typical section with a
shoulder that allows diffuse flow
Merger concurrence points 1/2
Grass shoulder sections allow stormwater to directly run off of the
roadway without the impediment of a curb and gutter. Allowing
runoff to remain in a diffuse flow pattern encourages passive
stormwater treatment as runoff travels over vegetated areas
adjacent to the roadway. In addition, this avoidance and
minimization practice can reduce erosive peak flow rates associated
with concentrated flows.
Key Considerations
Grass shoulder sections are most appropriate for post -
construction stormwater treatment when the adjacent land
to the roadway is grassed or otherwise vegetated. This
practice may not be practical for areas with development
adjacent to the roadway and may not be desired by
municipalities.
• In some cases, such as roadway projects adjacent to
wetlands and bridges, curb and gutter systems may be
requested by environmental agencies or be required by
NCDOT policy.
• Curb and gutter may be more appropriate in areas with
highly erodible soils.
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Definition:
Selecting the mildest side slope possible
to maintain diffuse flow conditions.
Merger concurrence points 1/2
Gentle and flat roadside slopes are required to maintain sheet flow
of runoff. In areas where sheet flow is encouraged, erosion
prevention and stormwater treatment occur as runoff travels in a
diffuse flow pattern over the roadway slope through reduction of
runoff velocity, physical filtration, and infiltration.
Key Considerations
Flexibility in determining the roadside slope is limited in
many cases. For example, in areas where the project
traverses wetlands.
• Implementation of this minimum measure should not be
allowed to significantly impact the project cost.
Definition:
Selecting alignments or design options that minimize impacts to sensitive streams.
Merger concurrence point 2/3
When evaluating various alternative corridors (new
locations) or design options (widening and other
improvements), consider the alternative or option that
avoids high quality or otherwise environmentally -
sensitive areas. These areas include habitat for
protected, threatened, and endangered species,
sensitive streams, and jurisdictional wetlands. If total
avoidance of an environmentally -sensitive area is not
feasible, the alternative or design options considered
should be ones that minimize impacts.
Key Considerations
Many factors are considered when selecting the preferred alternative for either the roadway corridor
or improvement design option. The final selection must fulfill the purpose and need of the roadway
project and balance potential impacts on the human and natural environment.
Environmentally -sensitive streams include nutrient sensitive waters, outstanding resource waters, high
quality waters, jurisdictional wetlands, waters with an existing impairment, and all waters in Coastal
Area Management Act (CAMA) counties.
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Definition:
Selecting alignments that minimize the
impacts related to stream crossings.
Merger concurrence points 2/2A
When a new location or widening project must involve the crossing
of a stream or other natural environmental resource, many
opportunities exist to minimize impacts from stormwater runoff. An
alignment that minimizes the impacts to the stream should be
selected. Typically, an alignment that intersects the feature as
perpendicularly as possible will promote minimization of stream
impacts. From a stormwater perspective, minimizing the necessary
length of the bridge facilitates containing runoff on the bridge deck
to prevent the direct discharge of runoff into the stream.
Key Considerations
Many factors are considered when selecting locations for
crossing streams on proposed corridors. Other potential
impacts to the human and natural environment may
motivate selection of a crossing where not all impacts can
be minimized. The hydraulic structure must be adequate to
promote the integrity of the stream and floodplain and
minimize impacts to wetlands.
No specific documentation of considerations or decisions made in the planning process is required for
compliance with the PCSP program. Review of this guidance and appropriate consideration of planning
minimum measures is considered adequate for compliance. However, documentation of implemented
planning minimum measures is encouraged in concurrence point meeting -agreement summaries for
projects permitted through the Merger Process.
2.3 Minimum Measures - Drainage Design Phase
In the PCSP, the drainage design phase of the roadway project refers Drainage Design Phase
to the period between avoidance and minimization of impacts for the PCSP Participating Groups
preferred alternative or design option and the preparation of the • NCDOT Drainage Design
project drawings and 100% completion of the hydraulic design. For Engineer
projects that go through the Merger Process, the PCSP drainage 0 Regulatory Agencies
design phase refers to the project period between Concurrence Point
48 — 3O% Hydraulic Review and Concurrence Point 4C — Permit
Drawing Review. It is during this period of the project that the design
engineer implements drainage area -specific stormwater pollution prevention and treatment BMPs.
Similar to the project planning minimum measures, the design minimum measures should be
implemented to the MEP. Implementation of design minimum measures may be significantly limited by
decisions made during the project planning phase. However, widespread implementation of these
measures is encouraged wherever practical on the project. Consideration of these minimum measures
regardless of the degree of implementation is adequate for compliance with the PCSP. No specific
documentation of design minimum measures is required for compliance with the PCSP. However,
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documentation of implemented design minimum measures is encouraged in the project -specific SMP if
one is required for the project.
Definition: A dense and vigorous vegetative cover provides cost-effective
Selecting appropriate ground cover to protection to surficial soils from the erosive impacts of rainfall and
minimize erosion. runoff, maintains good soil moisture, and increases soil porosity to
improve infiltration.
Merger concurrence points 46/4C
Key Considerations:
• Different species of vegetation have varying permissible
velocities.
• Steeper slopes require more vigorous vegetative cover,
temporary soil stabilization measures, and longer
establishment periods.
• Planting season and regional climatic and soil variations will
also affect vegetation selection.
Definition: Slope stabilization measures are implemented where the slope of the
Minimizing erosion on slopes. embankment or overbank area is such that vegetated ground cover
may not be enough to prevent erosion. Riprap slopes and permanent
Merger concurrence points 413/4C erosion control matting are both examples of post -construction slope
stabilization measures.
Key Considerations:
• Riprap used for slope stabilization should be selected so that
the gradient of the slope to be stabilized is less than the
riprap's natural angle of repose.
• Selection of slope stabilization technique should consider
ways to reduce costs and long-term maintenance needs. The
hydraulic structure must be adequate to ensure the integrity
of the stream and floodplain and minimize impacts to
wetlands.
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Definition:
Reducing the energy of flowing runoff
by slowing velocity and encouraging
diffuse flow, thereby reducing erosion
and scour potential.
Merger concurrence points 46/4C
Definition:
Utilizing existing natural features on a
project that help achieve stormwater
management goals.
Merger concurrence points 413/4C
Runoff collected from impervious surfaces can travel at velocities that
may create local scour or more widespread erosion downstream of
the discharge point. Energy dissipators are implemented at transitions
between impervious and pervious surfaces to reduce the kinetic
energy of water to prevent erosion. Common energy dissipators
include preformed scour holes and rock aprons.
Key Considerations:
Energy dissipators should be designed to reduce velocity to a
non -erosive rate for the downstream ground cover.
Existing natural features and drainage pathways on a project can help
maintain predevelopment runoff characteristics with minimum
modification of existing drainage patterns. Examples of this technique
include dispersing runoff through existing wooded and vegetated
areas, using naturally depressed areas for runoff storage, and using
existing, natural runoff channels for conveyances to maintain existing
flow patterns.
Key Considerations:
When dispersing runoff through natural features, such as
wooded and vegetated areas, the stability of the existing
ground cover should be evaluated for erosion potential.
The natural topography should match the final graded needs
of the BMP to which this management measure is being
applied.
In most cases, energy dissipation and practices that promote
diffuse flow will be needed upgrade of a natural feature used
for stormwater management. Some modifications such as
installing an outlet structure may be required.
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Definition:
Selecting swales and filter strips for
stormwater conveyance wherever
possible.
Merger concurrence points 46/4C
Incorporating vegetation into the drainage system reduces flow
velocity while also promoting sedimentation, filtration, and
infiltration. Maximizing vegetative conveyance is a minimum
measure where vegetated features are preferentially selected for
runoff conveyance to take advantage of these passive stormwater
treatment benefits. Examples of maximizing vegetative conveyance
include selecting a swale over pipe conveyance and selecting
vegetated options for channel linings where appropriate.
Key Considerations:
When pipe structures are necessary to collect runoff from
the roadway (such as in curb and gutter sections), every
effort should be made to direct runoff from the pipe outlet
to vegetated areas. Proper energy dissipation and
transitions should be implemented.
To the extent possible, the designer should maintain the
predevelopment drainage areas and flow patterns to
support greater use of vegetative conveyance.
Consolidating drainage areas may preclude vegetative
conveyance due to the increased discharges and velocities.
Evaluate vegetated options for channel linings before
considering "hardened" lining types.
Definition:
Designing the drainage system to minimize concentrated flow of runoff and maintain diffuse flow conditions.
Merger concurrence points 413/4C
Encouraging diffuse flow is a design -based BMP where
unconcentrated flow is encouraged whenever possible
in the drainage design to take advantage of vegetated
features. Implementing graded embankments and the
use of preformed scour holes to transition from pipes
to overland flow are examples of encouraging diffuse
flow.
Key Considerations:
Gentle and flat roadside slopes are required to maintain diffuse flow. In areas where steeper slopes are
implemented encouraging diffuse flow may not be practical.
In -situ soil type, stability, and other factors related to erosive probability should be evaluated prior to
implementing diffuse flow conditions.
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Definition:
Selecting bridge configurations and
drainage designs that avoid directly
discharging runoff to receiving streams.
Merger concurrence points 46/4C
Generally, direct discharge of bridge deck runoff to receiving
streams via deck drains should be minimized to the MEP. By
routing runoff to the bridge end, other minimum measures such
as maximizing vegetative conveyance and energy dissipation can
be implemented. For select bridge crossings over large rivers or
open waterbodies, a dispersed direct discharge may be an
appropriate balance of environmental protection and cost
control. However, these situations are expected to be limited
and require the approval of the state hydraulics engineer.
Key Considerations:
• Appropriate collection, conveyance, and BMPs should
be provided where deck conveyance reaches the end of
the bridge.
• Existing well -vegetated areas around the bridge are
ideal release areas for runoff and should influence the
location of discharge points when possible.
• Use of dispersed discharge may be an appropriate BMP
in certain situations with the approval of the state
hydraulics engineer.
• Safety of the travelling public must always be the
foremost design concern. The designer should carefully
follow NCDOT's flow spread design criteria.
2.4 Projects Requiring Regulatory Review
When a project requires review by a regulatory agency, the Regulatory Review
participating groups coordinate to evaluate the project -specific PCSP Participating Groups
context to implement BMPs to the MEP. Since these projects require • NCDOT Project Design
regulatory review for compliance with state and federal regulations, Team
they undergo significant internal and external reviews which result in Regulatory Agencies
outcomes that are protective of surface waters.
Roadway projects that require permits, exclusions, or approvals, or
otherwise require regulatory review, will also be evaluated for the need and appropriate application of
structural stormwater BMPs. The programs, if applicable to the project, which require regulatory review
are listed in Table 2.1.
Table 2.1. Programs that may impact Post -Construction
404/401 Water Quality Certification
Endangered Species Act/Section 7 Consultation
Merger Process
Riparian Buffer Authorizations
CAMA Permits
Isolated Wetlands/Waters
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In the process of confirming compliance with each of the above programs, regulatory agency
representatives review project plans and characteristics and evaluate potential impacts to receiving
streams before issuing approval. During this process, regulatory agencies have an opportunity to review
stormwater management efforts. Therefore, issuance of a permit, authorization, certification, or
approval associated with any of the above -listed programs is considered documentation of PCSP
compliance for a roadway project.
2.5 Projects Not Requiring Regulatory Review
Projects that do not require regulatory review differ from projects that Non -Regulatory Review
require regulatory review in that coordination with regulatory PCSIP Participating Groups
agencies is not required and the project outcome may not be driven • NCDOT Project Design
through a collaborative process with regulatory agencies. These Team
projects are not subject to the regulatory review associated with the 0 Hydraulics Unit
programs listed in Table 2.1 and should follow the workflow provided
in Figure 2.1.
2.6 Implementation of Structural BMPs
Structural BMPs are engineering solutions, constructed on site, that provide passive treatment of
pollutants in runoff. For NCDOT roadway projects approved structural BMPs and their design criteria are
provided in the BMP Toolbox available on the Connect NCDOT website. If a project team wishes to use a
structural BMP that is not listed in the BMP Toolbox, a request for use may be made to the state
hydraulics engineer or delegated representative. The request should include information on the
proposed design criteria and how the BMP will provide stormwater treatment. The state hydraulics
engineer will approve or disapprove the use of the BMPs not listed in the BMP Toolbox on a project -by -
project basis (this shall be documented in the project -specific SMP).
For projects requiring regulatory review, whether a structural BMP would be beneficial and appropriate
on a roadway project is a collaborative decision to be made by the design engineer and the appropriate
reviewing agencies. For projects that do not require regulatory review, the design engineer follows the
workflow in Figure 2.1 for direction on implementation of BMPs. If it has been determined that one or
more structural BMP(s) might be appropriate on a roadway project, the design engineer should use
sound engineering judgment in selecting the appropriate BMP. Information to aid selection can be
found in the NCDOT's BMP Toolbox, among other resources. The PCSP does not provide a prescriptive
BMP selection process for roadway projects in order to allow for project -specific solutions. The PCSP
participating groups are expected to consider the unique characteristics of both the proposed roadway
project and the receiving stream and develop a short-list of BMPs for consideration on a project -by -
project basis.
Once potential structural BMPs have been selected for consideration, their implementation to the MEP
should be evaluated based on a site specific engineering analysis. If implementing a BMP is not feasible
given the design criteria listed in the BMP Toolbox, the designer should first consider whether deviating
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from criteria could provide a treatment or pollution prevention benefit at a reduced degree yet still
remain protective of water quality standards. The decision whether this approach would provide a
benefit to the receiving waterbody is part of the collaborative process with regulatory agencies for
projects that require regulatory review. For projects that do not require regulatory review, the design
engineer should use sound engineering judgment when considering implementation of BMPs to the
MEP.
The result of the process of evaluating structural BMPs to the MEP may result in the outcome that site
constraints make implementation of structural BMPs impractical or infeasible. Information on evaluating
the feasibility of BMPs can be found in the BMP Toolbox. Generally, the following considerations (in
addition to those listed in Section 1.3 of this document) may be considered acceptable reasons for
certain structural BMP infeasibility on a roadway project:
• Physical site limitations — available ROW, steep slopes, soil instability, impacts to other cultural
resources, and high water tables
• Geographic and geotechnical limitations —karst topography, shallow bedrock, unstable soils,
proximity to wetlands, shorelines, riverfronts, steep slopes, and proximity to homes or other
buildings, and FEMA regulated floodways
• Hydraulic limitations — lack of available hydraulic head, high water table, low hydraulic
conductivity
• Environmental or health risk limitations — existing soil or water contamination
• Maintenance limitations — site restrictions that prevent access, long term costs of operation
2.7 Documentation Requirements
For projects requiring regulatory review, the design engineer must prepare a project -specific SMP if
structural BMPs were determined to be required through coordination with regulatory agencies. For
projects that do not require regulatory review, refer to Figure 2.1 for information on documentation
requirements. Information on the SMP can be found in the BMP Toolbox and on the Connect NCDOT
site. All structural controls implemented for the project must be documented in the SMP. In the
comment sections of the SMP, the design engineer must describe the stormwater management actions
proposed for the project. Any deviations from BMP Toolbox design standards due to site -specific
constraints must also be documented in the SMP. The SMP must be provided to regulatory agents for
review (as requested) with permit review packages. In addition to the SMP, the design engineer must
retain copies of exclusion letters, permits, and approvals for all other applicable environmental permits.
Issuance of these items conveys that the applicable regulatory agencies have reviewed the SMP and
deem the post -construction stormwater management approach appropriate for the protection of
surface water quality standards.
For projects where structural BMPs were not implemented and minimum measures are adequate for
protection of water quality standards, a project -specific SMP is not required unless requested by a
regulatory agency or the design engineer otherwise chooses to document stormwater management
decisions for a project.
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3.0 Stormwater Quality Management for Non -Roadway Projects
The NPDES permit, which requires that the PCSP regulate stormwater from new BUA, also includes non -
roadway projects. New non -roadway development is defined as any new NCDOT facility or any
modification to an existing facility that results in a net increase in BUA and that does not otherwise
qualify as new road development. New non -roadway development projects are generally not located
within the linear NCDOT ROW. These projects can include new construction or upgrades to existing
maintenance yards, rest areas, welcome centers, office buildings, training facilities, parking lots, or other
non -roadway facilities. Any ingress or egress drives or streets within the NCDOT owned project
boundaries are also considered part of the non -roadway project
and should not be separated out as a roadway project.Non-Roadway
Unlike NCDOT roadway projects, non -roadway projects are similar
. Rest Areas
to most parcel -based development in that more prescriptive
. Maintenance Yards
stormwater management criteria apply to projects. Similar to
. Office Buildings
roadway development, projects that are subject to state
• Training Facilities
stormwater programs and require regulatory review coordinate
• Parking Lots
with regulatory agencies to garner the required approval, while
projects that do not engage in regulatory review follow the
• Railroad Facilities
workflow provided in Figure 3.1. Generally, because non -roadway
• Material Testing Laboratories
projects are similar to traditional site design projects, they must
• Material Storage Facilities
strive to meet the prescriptive requirements of the state programs
or PCSP guidelines that apply to the project. Meeting the requirements of these programs and
guidelines, which are discussed in detail in the following sections, is the pathway to compliance with the
PCSP for non -roadway projects.
1 This table provides examples of new non -roadway development projects and is not intended to be an exhaustive
list. Project examples assume a net increase of new built -upon area.
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3.1 PCSP Process for Non -Roadway ProjectsNon-Roadway
. ,
Non -roadway projects can originate from many different groups within
Groups
NCDOT's organization, such as one of the 14 highway divisions, Facilities
0 NCDOT Units, Divisions
Management Division, Rail Division, Ferry Division, Bicycle and Pedestrian
0 Hydraulics Unit
Division, or be part of a TIP project (e.g., rest area). Regardless of the source
• Regulatory Agencies
of the project, all design engineers will follow the same process for
9 Facilities Management
compliance with the PCSP.
There are many state stormwater programs requiring permits, authorizations, certifications, or
approvals that include post -construction stormwater requirements. A list of programs that may impact
non -roadway projects is provided in Table 1.3 in Section 1.0. The programs listed in Table 1.3 were
designed to protect water quality and best uses of the receiving stream. Therefore, receiving permits,
authorizations, certifications, or approvals from these programs is deemed protective of water quality
standards. Projects that are not subject to the regulatory review associated with the programs listed in
Table 1.3 should follow the workflow provided in Figure 3.1. In addition to the post -construction
requirements of these programs and guidelines, minimum measures are also considered for
implementation on all projects involving new BUA. Figure 3.1 outlines the process for PCSP compliance
for non -roadway projects.
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Figure 3.1. PCSP Process for Non -Roadway Development
Project
identified as
Consider planning and design minimum measures
(refer to Section 3.2):
• Maximizing vegetative and natural conveyance
• Minimize impervious surfaces (BUA)
• Minimize land disturbance and soil compaction
• Disconnection practices
GIs project located in an ORW
watershed, HQW watershed, or a Yes Follow workflows in
� Coastal County? Appendix B
/ Hydraulics Unit to retain
Meet provisions for non -road Submit as required by the compliance documentation and
Is project subject to Falls Lake yes projects as provided in the approved approved Falls Lake report to NCDENR per approved
water supply nutrient strategy? Falls Lake Stormwater Management Stormwater Management program
Program Program
Follow all
applicable rule
workflows'
Meet provisions fort non -road Submit as required by the compliance documentation and
Is project subject to Jordan Lake Yes projects as provided in he approved approved Jordan Lake report to NCDENR per approved
water supply nutrient strategy? Jordan Lake Stormwater Stormwater Management program
Management Program Program
For non-exempt uses,
project impact Neuse River Meet provisions in 15A NCAC 02B submit SMP (along with Stormwater Management Plan3,4/
Basin riparian buffer? Yes .0233 PCN) to NCDENR for Buffer Authorization
riparian buffer
authorization.
on next page
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For non-exempt uses,
es project impact Tar -Pamlico Meet provisions in 15A NC�02B submit IMP (along with Stormwater Management PIan3'"/
Yes PCN)toNCDENR for Buffer Authorization
River Basin riparian buffer? .0259 riparian buffer
\ /I authorization
/ For non-exempt uses,
Does project impact Catawba Meet provisions in 15A NCAC 02B submit IMP (along with Stormwater Management F
Yes PCNjtoNCDENRfor Buffer Authorization
River Basin riparian buffer? .0243 riparian buffer
authorization.
For non-exempt uses,
Follow all Does project impact submit IMP (along with Stormwater Management PIan3'"/
applicable rule Randleman Lake water su Yes Meet provisions in 15A NCAC 026 10 PCN to NCDENR for
pp supply .0250 I Buffer Authorization
workflows' watershed riparian buffer? riparian buffer
authorization.
\ For non-exempt uses,
Does project impact Jordan submit SMP (along with Stormwater Management PIan3'"/
wsupply Lake water su water.0267 10 I shed Yes Meet provisions in 15A NCAC 026 PCN to NCDENR for
Buffer Authorization
riparian buffer? riparian buffer
\ authorization.
For non-exempt uses,
Does project impact Goose submit SIP (along with Stormwater Management F
Creek watershed management Yes Meet provisions in 15A NCAC 02B 10 PCN to NCDENR for
g .0607 j Buffer Authorization
plan riparian buffer? riparian buffer
authorization.
mtinued on next page
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Follow all
applicable rule
workflows'
Implement planning and design
minimum measures
(refer to Section 3.2)
PCSP requirements satisfied
project require a 401
quality certification?
Is project located in a water
supply watershed?
Endangered Species Act
Project -specific SMP not
required
Meet provisions of 401 water quality
certification
Meet provisions in 15A NCAC 02B
.0104(m)
Implement stormwater controls per
Section 7 consultation
Stormwater Management Plan''4/
Submit SMP as required Water Quality Certification
No Specific SMP Required
Stormwater Management Plan1,4
Notes:
1. Refer to Table 1.3 for a list of programs that may require regulatory review. More than
one program may apply.
2. Projects that are reviewed by the Hydraulics Unit may require a project -specific SMP.
3. A project -specific SMP is required for projects that implement structural BMPs.
Otherwise, a project -specific SMP is not required, unless requested by a regulatory agency.
4. A copy of the SMP shall be sent to the Hydraulics Unit.
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3.2 Minimum Measures for Non -Roadway Projects
Planning and design minimum measures are implemented on every non -roadway project.
Implementation of minimum measures on projects that are not subject to state stormwater program
requirements, PCSP guidelines, or otherwise do not implement structural BMPs is considered protective
of water quality and adequate for compliance with the PCSP. No specific documentation is required for
projects that only implement minimum measures. Examples of measures NCDOT strives to implement
on non -roadway projects are provided below.
Definition:
Preserving natural flow paths, utilizing
existing vegetative features, directing
stormwater flows across vegetated
areas, and selecting vegetated swales
for conveyance of flows.
Incorporating vegetation into the drainage design promotes
infiltration, sedimentation, and filtration through natural processes.
Maximizing vegetative and natural conveyance is a minimum measure
where vegetated features, natural or existing and/or engineered, are
preferentially selected for runoff conveyance to take advantage of the
stormwater treatment benefits. Examples of this minimum measure
include selecting a swale over pipe conveyance and selecting
vegetated options for channel linings where appropriate, or site
selection and project siting considerations that utilize natural flow
paths in lieu of engineered conveyances.
Key Considerations:
To the extent possible, the designer should maintain small
drainage areas to support greater use of vegetative
conveyance.
If existing drainage features are utilized, the designer should
check the stability of features receiving flow. Appropriate
energy dissipation should be provided if necessary.
Evaluate vegetated options for channel linings before
considering other lining types.
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Definition:
Use design practices to reduce
impervious surfaces such as roads and
parking areas.
Definition:
Minimize site footprint and soil
compaction through planning and
design practices.
TREE PROTECTMN AREA
RR NOT BITER *�
2ONA BE PROTECSIOn
PARA ARBOLES- NO EXTRE±
Impervious surfaces reduce infiltration and increase runoff rate and
volume. Reducing the amount of impervious cover provides direct
stormwater benefit by decreasing pollutant loading and reducing
treatment needs. Parking areas can be minimized by considering the
use of smaller parking stalls, providing overflow parking areas with
pervious paving materials, or alternative designs, such as one way
aisles with slanted parking stalls. Road area can be reduced by
considering narrower travel lanes and examining alternative design
options to reduce road length.
Key Considerations:
Safety of the travelling public must always be the foremost design
concern. Safe roadway width and safe traffic flow patterns should be
maintained.
Minimizing land disturbance can improve water quality by preserving
existing vegetation and conserving natural areas and open spaces to
maintain natural infiltration rates. Overly compacted soils lose
valuable stormwater functions such as nutrient cycling, minimizing
runoff and erosion, and adsorbing and filtering pollutants. Soil
compaction can be minimized by specifying elements of construction
on design plans to improve standard construction practices such as
limiting construction traffic locations to delineated access routes
outside of proposed infiltration areas (grass swales, natural areas,
etc.). Soil compaction can also be reduced by minimizing stockpiling
and material storage areas. Soils should be considered for restoration
with proper post -construction tilling in order to improve permeability.
Disturbed area can be further reduced through design practices.
Siting buildings, roads and other relevant infrastructure to fit into
existing topography can reduce site grading and removal of existing
vegetation. Valuable natural or environmentally sensitive areas
should be identified and preserved during the design process. These
areas should be marked on permits, plans, and at the construction
site so that they can be preserved.
Key Considerations:
• Safety of the travelling public must always be the foremost
design concern. Appropriate roadway alignments and
profiles should be maintained.
• Consideration should be given to not impede construction
practices such that costs are negatively impacted.
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Definition:
Discharge impervious surfaces to
pervious receiving areas instead of to
stormwater conveyance systems.
Disconnection practices promote treating stormwater close to the
source. Integrated small scale practices throughout the site and
treating close to the source help reduce or eliminate the need for a
centralized structural stormwater control measure. Roof drains,
roadways, and other impervious areas should be disconnected from
stormwater conveyance systems wherever feasible. For example, roof
drains can discharge to vegetated or infiltrative areas, or integrate
with another BMP, such as a cistern. Roads with shoulder sections
that runoff into vegetated areas should be considered in lieu of curb
and gutter systems.
Key Considerations
Connecting to stormwater conveyances may be more appropriate in
areas with highly erodible soils.
3.3 Projects Requiring Regulatory Review
In addition to consideration and application of the minimum measures, non -roadway projects subject to
state stormwater program requirements must implement BMPs as practicable and required by the
applicable state rules for that project. State programs that may apply to non -roadway projects are listed
in Table 1.3 in Section 1.0.
State stormwater programs are designed to protect the intended uses of sensitive or significant waters
in North Carolina. Regulators have an opportunity to review the potential impacts to surface waters
during the review of permit packages required for receipt of permits, authorizations, certifications, and
approvals with these programs. Therefore, issuance of a permit, authorization, certification, or approval
associated with any of the state programs is considered confirmation from regulatory agencies that
stormwater management efforts are appropriately protective of surface waters. In addition, any
permits, authorizations, certifications, or approvals are considered documentation of PCSP compliance
for a non -roadway project.
The applicable participating groups must coordinate with NCDENR or other appropriate regulatory
agencies to verify which post -construction stormwater rules apply to their project and collaborate on
project -specific solutions, as well as identify permitting and submission requirements. Guidance is
provided in Figure 3-1 on program, submission, and documentation requirements. In the event of
overlapping rules, generally, the most stringent rules shall apply. However, for all projects requiring
review, coordination with the appropriate regulatory agencies is required to determine applicable rules.
For projects where structural BMPs are required in order to receive permits, authorization,
certifications, or approvals, a project -specific SMP must be completed. The structural controls
implemented for the project should be documented in the SMP. Any site -specific constraints that
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resulted in deviations from BMP Toolbox design standards should also be documented in the SMP as
well as a description of how the structural BMPs implemented protect water quality standards. The SMP
should be provided to the regulatory agency as required. In addition to the SMP, the design engineer
must retain copies of permits, authorizations, certifications, and approvals for all other applicable
environmental permits. Issuance of these items conveys that appropriate authorities have reviewed the
SMP and deem the post -construction stormwater management approach appropriate for the protection
of surface water quality standards.
3.4 Projects Not Requiring Regulatory Review
For projects that are not subject to state stormwater program requirements, in addition to
implementing minimum measures, design engineers must follow the workflow provided in Figure 3.1 for
non -roadway projects. The applicable participating groups are encouraged to coordinate with the
Hydraulics Unit to verify which design criteria apply to their project, the application of BMPs to the MEP,
and information to be provided in the SMP. Participating groups have the option to consult with
NCDENR on a case -by -case basis as needed to promote the protection of water quality standards.
For projects where structural BMPs are required, a project -specific SMP must be completed. The
structural controls implemented for the project should be documented in the SMP. Any site -specific
constraints that resulted in deviations from BMP Toolbox design standards should also be documented
in the SMP and a description should be provided of how the implemented structural BMPs protect water
quality standards.
3.5 Implementation of Structural BMPs
As for NCDOT roadway projects, approved structural BMPs and their design criteria are provided in the
BMP Toolbox for non -roadway projects. The BMP Toolbox is available on the Connect NCDOT website.
For BMPs not included in the BMP Toolbox, approval from the appropriate regulatory agency through
the Hydraulics Unit is required prior to implementation. Coordination of BMP selection with the
Hydraulics Unit is strongly encouraged for every project in order to discuss operation and maintenance
issues and to coordinate efforts with other NPDES programs as needed.
For projects requiring regulatory review, the design engineer shall collaborate with the appropriate
reviewing agencies to select appropriate BMPs. For projects that do not require regulatory review the
appropriate BMP(s) shall be selected by considering factors such as site configuration, drainage
patterns, cost, and maintenance requirements to provide the level of treatment required to protect
receiving water quality. While selected BMPs are implemented to the MEP, requirements for non -
roadway projects are more prescriptive, so appropriate site planning is important in order to provide for
BMPs. In some instances, deviation from design criteria may be justified. In these cases, the design
engineer shall consult with the Hydraulics Unit.
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3.6 Documentation Requirements
In general, for projects that require implementation of structural BMPs, a project -specific SMP must be
completed. Information on the SMP can be found in the BMP Toolbox and on the Connect NCDOT Web
site. The structural controls implemented for the project must be documented in the SMP. In the
comment sections of the SMP, the design engineer must describe the stormwater management actions
proposed for the project. Any site -specific constraints that resulted in deviations from BMP Toolbox
design standards must also be documented in the SMP as well as a description of how the structural
BMPs implemented protect water quality standards. The SMP must be provided to regulatory agents for
review (see Figure 3.1 on guidance for submission requirements) with permit review packages. In
addition to the SMP, the design engineer must retain copies of exclusion letters, permits, and approvals
for all other applicable environmental permits. For projects that do not require regulatory review, SMPs
shall be submitted to the Hydraulics Unit.
For projects where structural BMPs were not implemented and minimum measures are adequate for
protection of water quality standards, no specific documentation is required unless requested by a
regulatory agency or the design engineer otherwise chooses to document stormwater management
decisions for a project.
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4.0 Documenting Compliance with the PCSP
Because the stormwater management outcome is often project -specific, a critical component of the
PCSP is documenting adherence to the established goals and requirements at the project level. The
primary function of adequate record -keeping is to document agreed -upon stormwater management
decisions and justifications made by the appropriate PCSP participating groups for each project. These
records then provide for easily accessible PCSP-related information, which facilitates proper assessment
of NPDES permit compliance during periodic regulatory audits of the stormwater program.
Given that post -construction stormwater management for NCDOT projects is not a one -size -fits -all
solution and that project requirements are established and addressed on a case -by -case basis, the
required PCSP documentation will consist of a variety of documents. PCSP documentation requirements
are provided in Section 2.7 for roadway projects and in Sections 3.6 for non -roadway projects.
Ordinarily, for projects that do not require regulatory review and do not meet or exceed the appropriate
roadway or non -roadway thresholds established in appendix A and appendix B, respectively, no project -
specific PCSP documentation is required. For all other NCDOT projects, a project -specific SMP must be
developed and retained for each project. These SMPs are specific to NCDOT and should not be confused
with SMPs mentioned as requirements for other environmental programs. The SMP is the primary
NCDOT-specific document used to document compliance for projects. In addition to the SMP, there are
many other forms of project -specific documentation that should be retained to document compliance
with the PCSP including permits, authorizations, certifications, variances, and other regulatory
approvals.
This section provides further guidance on the purpose and preparation of project -specific SMPs,
summarizes other forms of project -specific PCSP compliance documents, and discusses documentation
retention and retrieval requirements.
4.1 Stormwater Management Plans
The SMP is the primary NCDOT and project -specific document used for documenting compliance with
the PCSP. Sections 2.7, and 3.6 provide guidance as to when an SMP is required for projects and what
type of information should be included in the SMP for each type of project (i.e., roadway and non -
roadway). If required for a project, the design engineer should prepare an SMP that evaluates effects to
surface water quality and develops and documents rationale for the stormwater management approach
and mitigating measures, as needed. A tool, which can be downloaded from the Hydraulics Unit Web
page on the Connect NCDOT Web site (https://connect.ncdot.gov/resources/hydro/), has been
developed to facilitate and standardize preparation of the project -specific SMP. Instructions for
completion of the SMP form are included in the tool. While use of the tool is not mandatory in order to
prepare an SMP and to document compliance with the PCSP, it is strongly encouraged if an SMP is
required for a project. The SMP can also be created in an alternate format, such as in a narrative;
however, the SMP should always include the critical elements and rationale explanations as described in
Sections 2.7 and 3.6 for roadway and non -roadway projects.
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The following paragraphs provide a more detailed discussion on the purpose and use of SMPs, potential
resources for completing SMPs, description of content on the standard SMP form created using the tool,
and the SMP review and approval processes.
SMP Purpose and Use
The SMP is a comprehensive document that summarizes project information, potential impacts, and
post -construction source control and treatment measures selected to mitigate impacts. The SMP serves
the following purposes:
Demonstrates that stormwater runoff from the project site does not threaten water quality,
controls runoff by minimizing built -upon surfaces, diverts stormwater away from surface waters
as much as possible, and employs best management practices to minimize water quality impacts
as required.
• Communicates how post -construction stormwater controls function and the reasoning behind
the selection of BMPs.
• Catalogs proposed locations and other information on BMPs for future use.
The SMP is used primarily to support federal and state environmental permit applications during the
design stage of a project. NCDOT projects may require permits, authorizations, and other approvals
from numerous agencies.
SMP Resources
Before developing an SMP, the design engineer should gather all available resources. Table 4.1 describes
some recommended resource documents, but is not an all-inclusive list. These resources contain
information pertaining to environmental designations of surface waters, potential environmental
impacts of proposed roadway alternatives, and any environmental commitments NCDOT has agreed to
as part of the Merger Process.
Table 4.1. Useful Resources for Completing an SMP
Responsible
Resource PCSP Part. Group Description
Final Environmental Impact Project These documents, also referred to as the environmental
Statement (EIS), Development and documents, outline the human, environmental, and
Environmental Assessment Environmental cultural impacts (or lack thereof) expected from the
(EA), or Categorical Exclusion Analysis (PDEA) project. These documents are necessary to obtain any
(CE) required federal permits.
Green Sheets PDEA These sheets, typically part of the EIS or EA, list any
environmental commitments agreed to by NCDOT and
other agencies. The green sheets may stand alone and
are kept with the design plans throughout construction of
the project.
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Table 4.1. Useful Resources for Completing an SMP, Cont.
Preliminary Hydraulic Hydraulics Unit This report is developed for all projects in the project
Recommendations Report planning phase and provides recommendations for the
design of major drainage structures.
Meeting minutes from PDEA and For merger projects, meeting minutes are prepared for
merger screening and Hydraulics Unit the merger screening and concurrence point meetings.
concurrence point meetings These minutes summarize all meeting discussions and
provide a history of project planning decisions.
SMP Content
The SMP will serve as the historical record of NCDOT's efforts to protect surface water quality. During
the drainage design stage, the drainage design engineer should complete the SMP as thoroughly as
possible. Resources used to complete the SMP should be listed. A brief description of each section of the
SMP tool is provided in Table 4-2.
Table 4.2. SMP Tool Content Summary
Overview
This section of the SMP tool provides an introduction and gives general instructions for completing the tool.
._
This section of the SMP tool contains detailed guidance for each element contained in the tool. The designer can reference
this section to answer frequently asked questions about terms and parameters used with the SMP.
In this section of the SMP, the drainage design engineer should include information about the environmental designations
of the project site, a description of the existing roadway (if any), and a description of the proposed project. This
information should support the stormwater management decisions outlined in the Best Management Practices section of
the SMP and provide an historical record of the site condition at the time of the project design. In addition, significant
environmental designations that describe the project site, such as the river basin in which the project is located, should be
included in this section. These may include NCDWQ surface water classifications for the primary receiving stream, any
North Carolina riparian buffer protection rules, any total maximum daily loads (TMDL) or 303(d)-listed streams, and
whether the project is under the jurisdiction of the CAMA. Finally, information pertaining to the existing roadway
characteristics and the proposed project description, such as surrounding land use, roadway typical sections, and the
added BUA, should also be noted in this section.
Information about structural BMPs should be provided in one of four sections in the SMP tool. These sections include: 1)
Swales, 2) Preformed Scour Holes and Energy Dissipators, 3) Level Spreaders, Hazardous Spill Basins, and Forebays, and 4)
Other BMPs. The BMPs should be identified in these sections by station and sheet number. To aid in design, checklists,
located in Appendix A of the BMP Toolbox, have been developed for each BMP type. Design criteria are also summarized
within the SMP tool in the form of a bulleted list at the top of each BMP section. As the checklist is completed and the
design criteria reviewed for each BMP, the appropriate box on the SMP tool should be marked to confirm that minimum
design criteria have been met, as applicable. At the bottom of each BMP section, the designer should include comments or
design assumptions as to how the BMP functions to improve water quality, why this BMP was selected, and any project -
specific information pertaining to the BMP (e.g., how BMP location may impact performance).
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SMP Review and Approval Processes
Once complete, the SMP is reviewed and approved using one of the following methods, depending on
the other regulatory permits required by the project:
• For projects requiring a 404/401 Water Quality Certification with stormwater management
conditions as part of the General Certification, the SMP is provided to NCDENR as an attachment
to the Pre -construction Notification Form (PCN) or the Individual Permit application. Review and
approval of the SMP is performed concurrent with the approval of the 401 Water Quality
Certification.
• For projects requiring a Riparian Buffer Authorization, the SMP is submitted with the PCN form
to NCDENR for review and approval.
• For all other projects, the SMP is prepared, reviewed, and retained by the appropriate PCSP
participating group. A select number of SMPs may be reviewed for compliance as part of NPDES
audit.
If a project requires more than one of the permits listed above, the SMP may be reviewed for
compliance with the conditions of each of those permits by one or more regulatory representatives.
4.2 Other Project -Specific PCSP Compliance Documents
In addition to the SMP, there are other forms of project -specific documentation that should be
maintained to confirm compliance with the PCSP on a project -by -project basis. These documents include
permits, authorizations, certifications, variances, and other regulatory approvals that involve post -
construction stormwater management for new BUA. These documents and any other documentation of
final PCSP decisions and associated regulatory approval should be retained and managed as discussed in
Section 4.3. Table 4-3 lists some of the regulatory approval documents that may involve post -
construction stormwater management; also provided in the table are the PCSP participating group(s)
expected to maintain records for each document. While not exhaustive, this summary exemplifies the
types of documents that should be retained to document compliance with the PCSP for specific projects.
Table 4.3. Forms of Project -Specific PCSP Compliance Documentation
Responsible
Document Part. Group(s)Description/Purpose
NCDOT Project- Hydraulics Unit, Some NCDOT projects require the development of a project -
Specific SMP Highway Divisions, specific SMP. This SMP is specific to NCDOT and should not be
or other NCDOT confused with SMPs mentioned as requirements for other
Divisions environmental programs. The SMP is the primary NCDOT-specific
document that is used to document compliance for projects.
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Table 4.3. Forms of Project -Specific PCSP Compliance Documentation, cont.
Responsible
D.Description/Purpose
401 Water
PDEA—Natural
Stormwater conditions and requirements may be included as part
Quality
Environment
of General Certifications GC3883, GC3884, GC3885, GC3886,
Certification
Section, Highway
GC3891, and GC3893; and may require that the project SMP be
Divisions
submitted and reviewed by NCDENR prior to the issuance of the
401 Water Quality Certification and Individual Water Quality
Certifications.
Isolated and
PDEA—Natural
Stormwater conditions and requirements are included in the State
other Non-404
Environment
General Permit for Impacts to isolated and other Non-404
Jurisdictional
Section, Highway
Jurisdictional Wetlands and Waters Permit number IWGP100000;
Wetlands and
Divisions
and may require that the project SMP be submitted and reviewed
Waters Permit
by NCDENR prior to the issuance of the permit.
Riparian Buffer
PDEA—Natural
State riparian buffer protection programs are in place for the
Authorization
Environment
Neuse River Basin, the Tar -Pamlico River Basin, the Catawba River
and Pre-
Section, Highway
Basin, the Randleman Lake Watershed, the Jordan Lake
Construction
Divisions
Watershed, and the Goose Creek Watershed. A buffer
Notification
authorization is required for any use (i.e., activity) that is
form
designated as potentially allowable or potentially allowable with
mitigation. The PCN form is used to apply for Buffer
Authorizations. In addition to the PCN, the diffuse flow plan and
any stormwater management or treatment required for the Buffer
Authorization should be outlined in the SMP. The SMP is attached
to the PCN and submitted to NCDENR for review and approval. The
SMP is reviewed with the PCN; stormwater management
requirements are reviewed and approved as part of the riparian
buffer authorization process.
Riparian Buffer
PDEA—Natural
Variance from the state riparian buffer protection programs for a
Variance
Environment
specific project may be granted through application with NCDENR.
Section, Highway
Part of the application may include submittal of an SMP, which
Divisions
describes BMPs used to control nutrients and sediments, how
diffuse flow into the buffer is maintained.
Trout Stream
Roadside
The Sedimentation Pollution Control Act of 1973 requires
Buffer Variance/
Environmental Unit,
protected buffer zones along trout waters. If the disturbance will
Waiver
Highway Divisions,
exceed 10 percent or 100 linear feet in every 1000 linear feet,
or other NCDOT
approval for the disturbance must be obtained from the Director
Divisions
of the North Carolina Division of Land Resources (NCDLR) through
submittal and approval of a trout variance request. Conditions of
the variance/ waiver may involve post -construction stormwater
management.
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Table 4.3. Forms of Project -Specific PCSP Compliance Documentation, cont.
ResponsibleqW
D.Description/Purpose
Categorical
PDEA-Project
Categorical Exclusions are actions which, based on past
Exclusion
Development,
experience, do not involve significant environmental impacts and
Highway Divisions
do not require the preparation of an Environmental Assessment or
an Environmental Impact Statement. While the list of approved CE
activities do not include specific storm water actions, as part of the
preparation of the CE document, potential storm water issues and
applicable permits will be identified based on preliminary
mapping.
Environmental
PDEA-Project
An EA is a document prepared to satisfy the requirements of the
Assessment
Development,
National Environmental Policy Act (NEPA). An EA is prepared for
Highway Divisions
actions that are not CEs and that do not clearly require the
preparation of an EIS. The EA includes the need for the proposal,
alternative courses of action, environmental impacts of the
proposed action, and a listing of agencies and persons consulted. If
applicable, the EA will identify potential storm water issues and
applicable permits based on preliminary mapping.
Environmental
PDEA-Project
An EIS is a document prepared to satisfy the requirements of the
Impact Statement
Development
NEPA. An EIS is prepared when FHWA determines that the action
is likely to cause significant impacts on the environment. Based on
both agency expertise and issues raised by the public, NCDOT
prepares a Draft EIS with a full description of the affected
environment, a reasonable range of alternatives, and an analysis
of the impacts of each alternative. The Draft EIS is followed by the
Final EIS, and then a Record of Decision. If applicable, the Draft EIS
will list potential storm water issues and applicable permits based
on preliminary mapping.
NCDOT
Hydraulics Unit
In accordance with the Jordan Lake Rules, Falls Lake Rules, and
Jordan/Falls Lake
NCDOT's Guided Reduction of Excess Environmental Nutrients
Stormwater Load
(GREEN) Program, non -roadway projects that rely on the use of
Accounting Tool
NCDOT-JLSLAT should be certified by a North Carolina licensed
(JLSLAT)
professional; the certification will affirm that the tool was used in
certification
conformity with the Environmental Management Commission
(EMC)-approved version or another method acceptable to
NCDENR. Site plan and NCDOT-JLSLAT reviews will be supervised
through NCDOT's Hydraulics Unit.
4.3 PCSP Documentation Retention and Retrieval
Documenting compliance with the PCSP involves maintaining records of compliance documents as
outlined by this guidance and based on the record retention policies set forth in NCDOT's NPDES
stormwater permit. Per Part III, Section A of the NPDES permit, records of documentation for all
monitoring, measurements, inspections, maintenance activities, and training must be kept for a
minimum of five years.
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Documents associated with project -specific PCSP compliance should be maintained on -site or at an
accessible location for a minimum time period of five years from completion of the project. SMPs
should be retained indefinitely.
Project completion should be established on a project -by -project basis and is generally defined as the
date when a project transitions from the construction phase to the post -construction (or maintenance)
phase. This date could be established based on the concurrence with certain events, including the final
acceptance of a contractor's work by NCDOT, the removal of temporary erosion and sediment control
measures, or some other event that signifies project completion.
Since SMPs serve as the historical record for PCSP decisions made for the project and are also used to
catalog proposed locations and other information for post -construction stormwater controls, these
documents should be retained indefinitely, or as long as reasonably possible.
In addition, compliance documents associated with the PCSP should be easily retrievable within a
reasonable amount of time. The latest versions of documents for active projects should be evident and
easily accessible within the document management system. For completed or archived projects, it is
acceptable to retain only final versions of documents to facilitate efficient file organization and
management.
Both digital and paper formats are acceptable for storing and maintaining records of compliance
documentation; however, digital records are strongly encouraged. If documents are maintained digitally,
these records should be stored in a location that conforms to NCDOT electronic backup protocols.
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5.0 Sustaining the PCSP Outcome
As noted in Section 1, existing surface water quality regulations and processes, along with the
Department's NPDES permit, necessitate the implementation of the PCSP. Additionally, NCDOT's
Mission and Goals and its Environmental Stewardship policy identify environmental sensitivity as core
practices in NCDOT activities, further promoting the principal of the PCSP.
Compliance with the PCSP is sustained by these
commitments and through oversight of the Department's
activities by regulatory and resource agencies, such as
NCDENR. These actions include review and approval of
this document (including subsequent updates) and
periodic evaluations of NCDOT's compliance that are
performed by NCDENR. Additionally, NCDOT reports on
the status of its PCSP annually through its NPDES
reporting requirements.
5.1 Other Activities Which Sustain Water Quality
The PCSP is one of several processes which NCDOT implements to benefit water quality. Other programs
associated with the department's Highway Stormwater Program also contribute to ongoing water
quality benefits on both roadway and non -roadway projects. These programs, referenced in Figure 5.1
and described below, combined with the pre -construction and post -construction phases of the PCSP
provide guidance to NCDOT staff and contractors, helping to understand the department's approach to
stormwater management.
BMP Retrofits Program
The purpose of the BMP Retrofits Program is to support NCDOT's efforts to be consistent with NPDES
post -construction control measures and to use retrofits to address pollutant loading from existing
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NCDOT activities. The Retrofits Program directly protects water quality by control and treatment of
pollutants of concern with structural and non-structural solutions.
BMP retrofit projects are identified through coordination with divisions (which are most aware of the
condition and functionality of facilities in their designated area), other NCDOT units, and through
desktop analysis. Once potential retrofit opportunities are identified, projects are evaluated according
to a predetermined implementation strategy that considers metrics such as project type (structural vs.
non-structural), cost, credit status, water quality impacts, opportunity for innovation or research, and
project feasibility. If the assessment is positive, control measures are designed and implemented. The
implementation of retrofits focuses on providing innovative solutions through collaboration with the
Research and Toolbox Programs. Retrofits often test new control techniques or new techniques to
design and implement components of a control. The research program provides an opportunity to study
and quantify the effectiveness of these approaches. If found to be beneficial, the new approach can be
integrated into the NCDOT Stormwater Best Management Practice (BMP) Toolbox, also known as the
BMP Toolbox, and the Retrofit Program can provide feedback on parameters such as cost and
constructability.
BMP Toolbox Program
The NCDOT BMP Toolbox, is designed to aid NCDOT staff and contractors on the siting and construction
of BMPs, and is the primary source of design guidance within the linear system. NCDENR has reviewed
and approved the BMP Toolbox. Potential controls (including those used in the Retrofits Program) are
regularly evaluated for applicability to NCDOT projects, and if accepted, will be included in subsequent
Toolbox updates. Existing controls in the BMP Toolbox are also evaluated on an ongoing basis to
promote the use of the latest design trends from research and field experience. Revisions or updates to
the BMP Toolbox are submitted to NCDENR for review.
The Toolbox integrates the findings of the HSP's Research and Retrofits Programs, and promotes
regulatory compliance by providing implementation guidance for NCDENR-approved controls. The BMP
Toolbox outlines the purpose and appropriate application of BMPs to the transportation system, in
addition to documenting the water quality benefits provided by each control. The BMP Toolbox also
includes checklists for each BMP type to facilitate standard calculations necessary to design Stormwater
controls and to document the design process. This information is used during the planning and design
phases for the PCSP.
Additionally, the BMP Toolbox Program integrates with the BMP Inspection and Maintenance Program
by sharing design information to facilitate operation and maintenance, and identifying new BMPs that
must be added to the Inspection and Maintenance Manual.
As one of its management measures, the PCSP defines the implementation of the BMP Toolbox and a
training program to support its implementation. See Section 1 above and the discussion on the Internal
Education Program below.
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Internal Education Program
NCDOT has identified the ongoing training program associated with its NCDOT Stormwater Best
Management Practice (BMP) Toolbox as a focus for the department's Internal Education Program. The
training will continue to focus on educating NCDOT and consultant design engineers on the critical
design components for the linear system as described in the NCDENR-approved BMP Toolbox, with
updates to the training as new approved BMPs are incorporated into the BMP Toolbox.
Currently, much of the training is performed through presentations or workshops and one-on-one
conversations about specific projects. Presentations on the content and uses of the BMP Toolbox have
been made to staff and selected contractors during training sessions including the bi-annual Design,
Construction, and Maintenance Workshop. One-on-one BMP design training or consultation is provided
on an as -needed basis, and includes design engineers from the Hydraulic Unit and contractors seeking
site -specific guidance on selecting and designing BMPs.
NCDOT is exploring opportunities for Web -based or third -party training to reach additional staff and
consultants. NCDOT anticipates that this training will cover when to use the BMP Toolbox, design
components for approved BMPs, and the importance of considering maintenance needs and access for
the long-term functionality of the BMP. This training will also review the use of NCDOT's SMP, a form for
the documentation of site -specific characterizations, and information used during the design process.
Additionally, NCDOT anticipates highlighting the LID concepts already in its BMP Toolbox during the
training.
Construction Program
Implementation of the Construction Program occurs between the planning and design phases of the
PCSP and the post -construction period. The primary focus of NCDOT's Construction Program is to
minimize NCDOT's construction -related water quality impacts to the environment on sites that disturb
greater than one acre of land and borrow pit and waste pile projects; however, sediment and erosion
control techniques are routinely used on smaller projects as well. These techniques reduce deposits of
sediments in receiving waters, which can smother benthic organisms and fish beds, as well as affect fish
populations.
The Construction Program is based upon the Sedimentation Pollution Control Act of 1973 and the
subsequent 1974 NCDOT Delegated Erosion and Sedimentation Agreement, and incorporates the
requirements of NCGO1, the NC Construction General Permit. Emphasis is placed on meeting the
compressed time schedule of seven days for groundcover on perimeter construction stormwater
controls and steep slopes. All other slopes and exposed areas will strive to meet the 14 day requirement
for groundcover following completion of any phase of grading. Therefore, phased plans for land clearing
and establishing vegetative cover, as well as routing interaction with NCDOT's Vegetation Management
Program is critical. See below for more details.
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Although NCDOT's Construction Program goes beyond just the construction of stormwater controls,
proper construction techniques for BMPs are necessary to facilitate the post -construction success of a
control and its ability to function as designed. Therefore, NCDOT incorporates information into the BMP
Toolbox about constructability concerns such as infiltration, and may include critical details about the
stormwater controls in the design plans in order to communicate with the construction staff.
In addition, components of the BMP Inspection and Maintenance Program, which are discussed below,
are initiated during the construction period.
Vegetation Management Program
The Vegetation Management section, within the operation's Roadside Environmental Unit (REU), is
responsible for developing programs for the establishment and maintenance of NCDOT's vegetated
areas. This includes turf grasses and other ground covers for erosion control, ornamental plantings, and
existing vegetation along roadway ROWs and non -roadway facilities. Vegetative cover reduces impacts
to stormwater quality by increasing stormwater infiltration, trapping sediment within the vegetated
area, and reducing erosion.
NCDOT implements an Integrated Roadside Vegetation Management (IRVM) Program to control
vegetation, reduce noxious and invasive weeds, and promote wildflowers and rare species.
Implementation of the IRVM includes the use of cultural or mechanical control methods to minimize
herbicide and fertilizer applications, which directly reduce potential negative impacts to stormwater.
Cultural techniques include the selection of native plants or vegetative seed mixes that are appropriate
to the season of planting and geographical location of the project. This practice promotes the
establishment of a vegetative cover that will be more self-sustaining and require less fertilizer and
mowing management. Mechanical controls include mowing and trimming of plants to maintain line of
sight to promote roadway safety as well as aesthetics, also are often adequate controls to limit chemical
applications.
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As a last resort, application of chemical herbicides is used to control vegetation. Herbicides are selected
to be most effective with the least environmental impact, and are applied in a safe manner by trained
and certified staff when the pest plant is
in a controllable stage. When feasible,
herbicide application is combined with
mowing or other direct application
techniques, resulting in strategic
application directly to the plants which
reduces spray application and the
potential for over -spray.
The cultural vegetation management
techniques are also routinely used during
construction activities to facilitate
sediment and erosion control.
BMP Inspection and Maintenance
Program
Structural post -construction controls must
be maintained on a regular basis in order
to operate as designed for their functional
lifespan. Therefore, NCDOT has
implemented the Stormwater Control
Inspection and Maintenance (I&M)
Program, which assists in managing both
structural and non-structural stormwater
controls. Before the close-out of the
construction phase, NCDOT staff involved
with the I&M Program will review newly -
constructed post -construction controls,
including those converted from
construction best management practices
and minimum measures, to assess if they
are functioning as intended. If necessary, repairs or modifications are made to post -construction
controls before the construction team (either a contractor or NCDOT staff) is released. The control is
then documented in the Stormwater Control Management System, a statewide database used to track
and record the inspections and subsequent maintenance that is performed on each control.
The HSP has also developed a Stormwater Control Inspection and Maintenance Manual, which provides
instructions on the inspection and maintenance of structural controls in NCDOT's BMP Toolbox and
additional controls that are common in the NCDOT right-of-way. The manual includes detailed
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inspection checklists for different types of structural stormwater controls, which allows the inspector to
grade the control for functionality, and assign a level -of -service. Sediment accumulation, bank erosion,
blocked weirs, and litter are among some of the considerations in the grading scale. Controls with low
level -of -service grades are prioritized for maintenance, ranging from simple maintenance to significant
repairs.
Furthermore, NCDOT has implemented a bi-annual Design, Construction, and Maintenance (DCM)
Workshop, during which NCDOT staff involved in these activities discuss lessons learned and new
techniques. This cross -communication has resulted in modification to design techniques and better
understanding of unique construction approaches, which improve the long-term functionality of BMPs.
Illicit Discharge, Detection and Elimination Program
NCDOT further reduces impacts to stormwater through the identification of illicit discharges and
coordination with NCDENR to eliminate them where appropriate. Illicit discharges are non-stormwater
discharges that are not otherwise permitted under the NPDES program. Examples include improper
disposal of wastewater, car wash wastewaters, oil or radiator flushing, laundry wastewaters, auto and
household toxics, used oil, and chemical solvents. The benefit of the identification of illicit discharges is
the protection of water quality by eliminating these potential hazards and unregulated flows.
This program also identifies events of illegal dumping on NCDOT roadway and non -roadway facilities and
coordinates the removal and proper disposal of materials recovered. NCDOT's REU coordinates several
programs targeting good housekeeping and pollution prevention on NCDOT ROW. Several sections
within REU oversee and facilitate the removal of solid and hazardous wastes dumped on the roadside by
travelers, including the Adopt -A -Highway Program, Division Roadside Maintenance crews, and the
Hazardous Waste Engineering group. Each of these programs uses controls such as visual inspections,
litter removal, and educational programs for the public and NCDOT staff.
Stormwater System Inventory and Prioritization Program
The Stormwater System Inventory and Prioritization Program focuses on maintaining an inventory of
existing stormwater outfalls to sensitive waters and outfalls from new construction projects and NCDOT
industrial facilities to all surface waters and wetlands. The program also works with NCDENR to develop
and maintain a field inventory procedure used to identify outfalls in priority areas. The inventory is used
in the PCSP and other permit programs, especially in identification of outfalls in sensitive waters.
Program for Encroachment
Non-NCDOT entities often utilize the ROW, for example, when installing utilities or connecting non-
NCDOT roadways to NCDOT's roadway system. These activities, whether temporary or ongoing, can
result in pollutants being introduced into NCDOT's stormwater drainage system. Through permit
requests (such as driveway permits), NCDOT requires encroachers to certify that appropriate NPDES and
State Stormwater Program coverage and compliance mechanisms are in place. This effort helps reduce
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the impacts to NCDOT's drainage system and supports NCDENR's role in ensuring all discharges are
properly permitted.
In addition, NCDOT staff will assess if off -site construction projects connecting to NCDOT's roadway
system are causing sediment and erosion control issues that affect the department's stormwater
drainage system. In cases where impact is found, NCDOT will intervene to require the encroacher follow
appropriate sediment and erosion control practices and reduce impacts.
Industrial Activities
Some non -roadway facilities maintained by NCDOT are considered "industrial activities," and house
NCDOT's roadway maintenance activities, deicing programs, material storage, and equipment repair
activities. These facilities must maintain Stormwater Pollution Prevention Plans (SPPP) which documents
the good housekeeping and pollution prevention strategies specific to each location to reduce or avoid
impacts to stormwater quality. Often, post -construction BMPs are used to control or treat stormwater
runoff from these facilities, and are documented in the SPPPs. The HSP assists the county maintenance
yards to develop and implement their SPPPs, including inspection and educational activities. Through
the SPPPs, the industrial activities facilities contribute to reducing stormwater impacts.
Guided Reductions of Excess Environmental Nutrients (GREEN) Program
Recently, NCDENR has approved new nutrient reduction rules for the B. Everett Jordan Reservoir (Jordan
Lake) for new development, and for Falls Lake for new and existing development. As part of these rules,
contributors of nutrients, including NCDOT, are required to reduce their loading of total nitrogen and
total phosphorous in order to restore water quality standards in the lakes. NCDOT has chosen to
develop and implement a stormwater management program in each watershed. The programs, known
as Guided Reductions of Excess Environmental Nutrients, or GREEN Programs, target the specific NCDOT
roadway and non -roadway activities occurring in each watershed and the requirements of each rule. In
effect, each GREEN Program establishes a PCSP program within the respective watershed, and
incorporates many of the same techniques described in this document for stormwater controls.
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STORMWATER MANAGEMENT FOR ROADWAY PROJECTS IN ORW
WATERSHEDS, HQW WATERSHEDS, AND COASTAL COUNTIES:
The workflow below shall be followed for roadway projects:
Project is identified as being
located in a HWQ watershed,
ORW watershed, or a
Coastal County
Does new BUA include the � Implement planning
Does the project involve a change �.,
addition of one or more travel Iane(s) and design minimum
No-� in the way stormwater is managed —No
and disturb greater than or equal to measures (refer to
one acre? and conveyed from the site? Sections 2.2 and 2.3)
PCSP requirements
satisfied
Yes Yes
Follow DESIGN CRITERIA GUIDANCE FOR
ROADWAY PROJECTS (see below)
�oes the project involve the""' Implement planning and
Complete project -specific SMP' removal of an existing Toolbox '—
Nodesign minimum measures
BMP? (refer to Sections 2.2 and
2.3)
/ PCSP requirements \ - -
i
satisfied PCSP requirements \
Yes satisfied
Consultation with Hydraulics Unit Complete project -specific
required prior to proceeding with SMP'
project. - - - -
PCSP requirements
satisfied
I copy of the project -specific SMP shall be sent to the Hydraulics Unit.
DESIGN CRITERIA GUIDANCE FOR ROADWAY PROJECTS:
Project -specific SMP not
required except if the
project is a bridge
replacement project in
which case a project -
specific SMP is required'
Complete project -specific
SMP'
For projects located in Outstanding Resource Watersheds (ORW), High Quality Watersheds (HQW), or
coastal counties that include the addition of one or more travel lane(s) and disturb greater than or equal
to one acre, the following design criteria guidance shall apply:
1) Implement roadway planning and design minimum measures to the maximum extent
practicable (MEP).
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2) Control and treat new BUA by implementing best management practices (BMP) provided in the
NCDOT's BMP Toolbox to the MEP.
3) Stormwater runoff from BUA that is directed into any wetlands shall flow into and through these
wetlands at a non -erosive velocity as estimated for a 10-year storm event. Refer to chapter 6 of
NCDOT's "Guidelines for Drainage Studies and Hydraulic Design" for more information. This
manual is available on Connect NCDOT at the URL specified in appendix C.
If the design engineer has any questions about stormwater management for roadway projects he/she
can contact the Hydraulics Unit for more information (see appendix C for contact information).
STORMWATER MANAGEMENT DOCUMENTATION REQUIREMENTS FOR ROADWAY PROJECTS:
A project -specific Stormwater management plan (SMP) must be completed for every project that meets
or exceeds the threshold of the addition of one or more travel lane(s) and disturbs greater than or equal
to one acre. The most recent version of the SMP spreadsheet should be used and is available on the
Connect NCDOT Web site. The BMPs implemented for the project should be documented in the SMP.
Any site -specific constraints that result in deviations from BMP Toolbox design standards should also be
documented in the SMP.
An electronic copy of the completed SMP for the project should be sent to the NCDOT's Hydraulics Unit
for NPDES permit compliance reporting purposes.
FINAL — Appendix A A-2 April 2014
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FINAL —Appendix B April 2014
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STORMWATER MANAGEMENT FOR NON -ROADWAY PROJECTS IN ORW
WATERSHEDS, HQW WATERSHEDS, AND COASTAL COUNTIES:
The following workflow shall be followed for non -roadway projects:
Project identified as being \
located within a HOW
tershed, ORW watershed, or
Coastal County
Follow DESIGN CRITERIA
Does project disturb one acre GUIDANCE FOR NON- Complete project -specific
Is project located in a or more, or add 10,000 SF or i PCSP
Coastal County? Ye * q Ye ROADWAY PROJECTS IN SMP' requirements
'� more of new BUA, or require THE COASTAL COUNTIES ------- satisfied
/ a CAMA major permit? — A
\ (see below)
Is Project Located in an
ORW or HQW area?
Refer to Section 3.0 "Stormwater
Quality Management for Non -
Roadway Projects'
satisfied
No
Implement planning and design Project -specific SMP PCSP
minimum measures not required requirements
(refer to Section 3.2) satisfied
Does project disturb one
acre or more?
Implement planning and design
minimum measures
(refer to Section 3.2)
requirements
satisfied
Follow DESIGN CRITERIA
GUIDANCE FOR NON -ROADWAY
PROJECTS IN HQW AND ORW
WATERSHEDS IN NON -COASTAL
COUNTIES (see pg. B-2)
Project -specific SMP not
required
Complete project -specific PCSP
SMP' requirements
satisfied
to copy of the project -specific SMP shall be sent to the
Hydraulics Unit.
Hydraulics Unit may require SMP in certain cases.
DESIGN CRITERIA GUIDANCE FOR NON -ROADWAY PROJECTS IN THE COASTAL COUNTIES:
The following design criteria apply to non -roadway projects in the coastal counties, including projects in
coastal HQW and ORW watersheds.
For projects that add more than 10,000 square feet of new BUA, or disturb one or more acres of land, or
require a Coastal Area Management Act (CAMA) Major Development Permit (pursuant to G.S. 113A-
118), the following design criteria shall apply:
1) Implement non -roadway planning and design minimum measures to the MEP.
2) For new BUA, infiltrate the runoff generated by 1.5 inches of rainfall by implementing BMPs
provided in the BMP Toolbox to the MEP. If infiltration is not feasible, implement other BMPs
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provided in the BMP Toolbox to the MEP in order to treat the runoff from 1.5 inches of rainfall
prior to discharge.
3) The project shall provide a 50 foot wide vegetative buffer to the MEP.
4) Stormwater runoff from BUA that is directed into any wetlands shall flow into and through these
wetlands at a non -erosive velocity as estimated for a 10-year storm event. Refer to chapter 6 of
NCDOT's "Guidelines for Drainage Studies and Hydraulic Design" manual for more information.
This manual is available on Connect NCDOT at the URL specified in appendix C.
For all non -roadway projects, the drainage designer has the option to consult with the North Carolina
Department of Environment and Natural Resources (NCDENR) on a case -by -case basis as needed to
promote the protection of water quality standards.
DESIGN CRITERIA GUIDANCE FOR NON -ROADWAY PROJECTS IN HQW AND ORW WATERSHEDS IN NON -COASTAL
COUNTIES:
For projects that are within one mile of and draining to waters classified as HQW or projects that drain
to waters classified as ORW and disturb one or more acres of land, the following design criteria shall
apply:
1) Implement non -roadway planning and design minimum measures to the MEP.
2) For new BUA, control and treat the runoff generated by 1.0 inch of rainfall by implementing
BMPs provided in the BMP Toolbox to the MEP.
3) Provide a 30 foot wide vegetative buffer to the MEP.
If the drainage designer has any questions about stormwater management for non -roadway projects
he/she can contact the Hydraulics Unit for more information.
STORMWATER MANAGEMENT DOCUMENTATION REQUIREMENTS FOR NON -ROADWAY PROJECTS:
A project -specific SMP must be completed for every project where the design criteria apply. The most
recent version of the SMP spreadsheet should be used and is available on Connect NCDOT. The BMPs
implemented for the project should be documented in the SMP. Any site -specific constraints that result
in deviations from BMP Toolbox design standards should also be documented in the SMP.
An electronic copy of the completed SMP for the project should be sent to the NCDOT's Hydraulics Unit
for NPDES permit compliance reporting purposes.
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Best Management Practices for Protection of Surface Waters — manual which provides an inventory of
practices for protecting surface waters customized for transportation related applications. The manual
includes practices for all phases of transportation work including planning, design, construction, and
maintenance:
https://connect.ncdot.gov/resources/hydro/Guidelines%20for%20Drainage%2OStudy%2ODocuments/B
est%20Management%2OPractices%20for%2OProtection%20of%2OSurface%2OWaters.pdf
BMP Toolbox — design manual for stormwater management practices customized for transportation
related applications: https://connect.ncdot.gov/resources/hydro/Pages/Stormwater-Program.aspx
Guidelines for Drainage Studies & Hydraulic Design — manual which provides policy and technical
guidance for preforming drainage studies and hydraulic design for NCDOT transportation projects:
https://connect.ncdot.gov/resources/hydro/Pages/Guidelines-Drainage-Studies.aspx
Stormwater Management Plan — Microsoft Excel spreadsheet specially formatted to provide for the
documentation of Stormwater management decisions on roadway and non -roadway projects:
https://connect.ncdot.gov/resources/hydro/Pages/default.aspx
Hydraulics Unit:
1590 Mail Service Center
Raleigh, NC 27699-1590
919.707.6700
Electronic copies of project SMPs should be sent to the following:
ahmcdaniel@ncdot.gov
Andy McDaniel, P.E.
FINAL —Appendix C C-1 April 2014