HomeMy WebLinkAboutNCS000290_01_DOD Camp Lejeune 2003 SWMP_20200824
NPDES PHASE II
STORM WATER MANAGEMENT PLAN
for
MCB Camp Lejeune
and
MCAS New River
Camp Lejeune, North Carolina
Atlantic Division
Naval Facilities Engineering Command
Norfolk, Virginia
Contract No. N62470-00-D-3301
Delivery Order No. 0020
March 2003
Prepared By:
AMEC EARTH & ENVIRONMENTAL, INC.
1 CENTERVIEW DRIVE, SUITE 305
Greensboro, NC 27407
336-855-8993
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Storm Water Management Plan
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Table of Contents
A.INTRODUCTION ............................................................................................................A1
A.1 HOW TO USE THIS PLAN ........................................................................................A1
B.REGULATORY REQUIREMENTS OF NPDES PHASE II ...........................................................B1
B.1 THE BASIC APPROACH TO PERMITTING....................................................................B1
B.2 MEASURABLE GOALS ............................................................................................B2
B.3 NORTH CAROLINA’S PERMITTING OPTIONS ..............................................................B3
B.4 PERMITTING SCHEDULE AND IMPLEMENTATION ........................................................B3
B.5 RECORD KEEPING AND REPORTING ........................................................................B4
B.6 THE SIX MINIMUM CONTROL MEASURES ..................................................................B4
B.6.1 Public Education and Outreach on Storm W ater Impacts ............................B5
B.6.2 Public Involvement and Participation ...........................................................B6
B.6.3 Illicit Discharge Detection and Elimination ...................................................B7
B.6.4 Construction Site Storm W ater Runoff Control ............................................B9
B.6.5 Post-Construction Storm W ater Management in New Development and
Redevelopment ..........................................................................................B10
B.6.6 Pollution Prevention/ Good Housekeeping for Municipal Operations .........B12
B.7 ADDITIONAL NORTH CAROLINA REGULATORY REQUIREMENTS .................................B14
B.7.1 Model Ordinance .......................................................................................B14
B.7.2 Implementation Deadline ...........................................................................B14
B.7.3 Low Density/ High Density Projects ...........................................................B14
B.7.4 Additional Requirements for Fecal Coliform...............................................B15
B.7.5 Additional Requirements for SA Waters.....................................................B15
B.7.6 Additional Requirements for Nutrient Sensitive Waters .............................B16
B.8 SUMMARY OF RULE REQUIREMENTS .....................................................................B16
C.MCBCL CURRENT STORM WATER PROGRAM....................................................................C1
C.1 PUBLIC EDUCATION AND OUTREACH ON STORM WATER IMPACTS ...............................C4
C.2 PUBLIC INVOLVEMENT ...........................................................................................C5
C.3 ILLICIT DISCHARGE DETECTION AND ELIMINATION .....................................................C5
C.4 CONSTRUCTION SITE STORM WATER RUNOFF CONTROL ...........................................C6
C.5 POST-CONSTRUCTION STORM W ATER MANAGEMENT IN NEW DEVELOPMENT AND
REDEVELOPMENT .................................................................................................C7
C.6 GOOD HOUSEKEEPING PRACTICES .........................................................................C7
D.STATUS OF OTHER LOCAL REGULATED COMMUNITIES ......................................................D1
E.ACTION ITEMS ..............................................................................................................E1
E.1 GENERAL RECOMMENDATIONS ..............................................................................E1
E.2 RECOMMENDED ACTION ITEMS ..............................................................................E3
F.STORM W ATER PROGRAM COSTS ...................................................................................F1
F.1 ESTIMATION OF COST ...........................................................................................F1
F.2 PROGRAM DEVELOPMENT COSTS ...........................................................................F8
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G.REFERENCES ..............................................................................................................G1
H.ACRONYMS .................................................................................................................H1
I.DEFINITIONS ...................................................................................................................I1
Narrative Application Supplement: Storm W ater Management Program Report
1.STORM SEWER SYSTEM INFORMATION .............................................................................1
1.1 POPULATION SERVED .............................................................................................1
1.2 GROWTH RATE .......................................................................................................1
1.3 JURISDICTIONAL AND MS4 SERVICES AREAS .............................................................1
1.4 MS4 CONVEYANCE SYSTEM.....................................................................................1
1.5 LAND USE COMPOSITION ESTIMATES ........................................................................2
1.6 ESTIMATE METHODOLOGY .......................................................................................2
1.7 TMDL IDENTIFICATION .............................................................................................2
2.RECEIVING STREAMS ......................................................................................................7
3.EXISTING WATER QUALITY PROGRAMS .............................................................................13
3.1 LOCAL PROGRAMS ...............................................................................................13
3.1.1 National Environmental Policy Act ...............................................................13
3.1.2 Resident Officer in Charge of Construction..................................................13
3.1.3 New River Foundation .................................................................................14
3.2 STATE PROGRAMS ................................................................................................14
3.2.1 White Oak River W ater Quality Basin Plan ..................................................14
3.2.2 Coastal Area Management Act ....................................................................15
3.2.3 State Storm W ater Management Program ...................................................16
3.2.4 Requirements for High Quality W aters ........................................................17
3.2.5 Sediment and Erosion Control Program ......................................................17
4.MCBCL PERMITTING INFORMATION ..................................................................................19
4.1 RESPONSIBLE PARTY CONTACT LIST.......................................................................19
4.2 ORGANIZATIONAL CHART.......................................................................................20
4.3 SIGNING OFFICIAL/ DULY AUTHORIZED REPRESENTATIVE..........................................23
5.CO-PERMITTING INFORMATION ........................................................................................24
6.RELIANCE ON OTHER GOVERNMENT ENTITY .....................................................................24
7.STORM W ATER MANAGEMENT PROGRAM .........................................................................25
7.1 PUBLIC EDUCATION AND OUTREACH ON STORM WATER IMPACTS...............................25
7.2 PUBLIC INVOLVEMENT/ PARTICIPATION ...................................................................32
7.3 ILLICIT DISCHARGE DETECTION AND ELIMINATION ....................................................35
7.4 CONSTRUCTION SITE STORM W ATER RUNOFF CONTROL ...........................................41
7.5 POST-CONSTRUCTION STORM W ATER MANAGEMENT IN NEW DEVELOPMENT AND
REDEVELOPMENT .................................................................................................44
7.6 GOOD HOUSEKEEPING/ POLLUTION PREVENTION FOR IN MUNICIPAL OPERATIONS ......47
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List of Figures
FIGURE 1. SITE LOCATION MAP .....................................................................................5
FIGURE 2. AREAS WITHIN MCB CAMP LEJEUNE AND MCAS NEW RIVER ...............................6
List of Tables
TABLE B1. SUMMARY OF RULE REQUIREMENTS ........................................................
B17
TABLE F1. ESTIMATED COSTS FOR STORM W ATER MANAGEMENT – YEAR 1 ..................F3
TABLE F2. ESTIMATED COSTS FOR STORM W ATER MANAGEMENT – YEAR 2 ..................F4
TABLE F3. ESTIMATED COSTS FOR STORM W ATER MANAGEMENT – YEAR 3 ..................F5
TABLE F4. ESTIMATED COSTS FOR STORM W ATER MANAGEMENT – YEAR 4 ..................F6
TABLE F5. ESTIMATED COSTS FOR STORM W ATER MANAGEMENT – YEAR 5 ..................F7
TABLE 1. SUMMARY OF RECEIVING STREAMS AND USE SUPPORT RATINGS ................. 8
TABLE 2. STORM W ATER BMPS (EXISTING AND PROPOSED)......................................52
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A. INTRODUCTION
On December 8, 1999 the United States Environmental Protection Agency (EPA)
finalized a rule that extends the current regulations for storm water discharges to
municipal separate storm sewer systems (MS4s) in urban areas having populations less
than 100,000 and to construction sites between one and five acres in size. The rule is
located in Chapter 40 of the Code of Federal Regulations (CFR) Parts 9, 122, 123 and
124, and is known as Phase II of the National Pollutant Discharge Elimination System
(NPDES) Program. It requires small MS4s that were not covered by the Phase I
program to participate in the NPDES program and obtain a storm water permit by March
10, 2003. According to the rule, the MS4s most likely affected are those municipalities
with populations of 10,000 or more and a population density of at least 1,000 per square
mile. The rule includes military bases located within Census Bureau-defined urbanized
areas.
The Marine Corps Base (MCB) Camp Lejeune, Marine Corps Air Station (MCAS) New
River, Camp Geiger Infantry Training School, hereafter referred to collectively as
“MCBCL” or “the Base”, is located in Jacksonville, Onslow County, North Carolina, and
is required to obtain a storm water permit under the NPDES Phase II program. Figures
1 and 2 located in Section 1 show the location of the MCBCL facility and major drainage
features.
In light of the promulgated regulations and permitting process, MCBCL’s existing storm
water management program was assessed and recommendations and measurable
goals were provided for the program to be in full compliance with the North Carolina
Department of Environment and Natural Resources (NCDENR) NPDES Storm W ater
Phase II program. This Storm Water Management Plan (SW MP or “the Plan”) serves as
a planning tool for MCBCL.
In developing this Plan, six stakeholder meetings were conducted to gather information
regarding the existing storm water program. Information was gathered from MCBCL
staff and Atlantic Division, Naval Facilities Engineering Command (LANTDIV) staff on
existing programs that may be affected by the NPDES Phase II regulations.
A.1 HOW TO USE THIS PLAN
This plan is broken into two parts. The first part of the plan (Sections A through I) of the
manual is intended for internal use on the Base. Sections A through I explain the
purpose of the Plan, relevant Federal and State requirements that must be met,
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stakeholders involved with the storm water management program, and costs associated
with the best management practices (BMPs) proposed by the Plan.
The second part of the plan (Sections 1 through 7) is the “Storm Water Management
Report” and is intended for permit submittal to NCDENR. An additional cover sheet and
table of contents preface the permit submittal portion. Sections 1 through 7 mirror the
table of contents as required by Part X of the Notice of Intent (NOI) permit application.
Section 7 lists specifically those BMPs currently practiced on the Base and those
proposed. A summary table is provided at the end of Section 7 that lists in abbreviated
format each BMP and the associated Measurable Goals, Implementation Years, and
Responsible Party(ies).
If viewing the Plan electronically, each section is easily accessed by simply clicking on it
in the table of contents.
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B. REGULATORY REQUIREMENTS OF NPDES PHASE II
B.1 THE BASIC APPROACH TO PERMITTING
Under the NPDES Phase II regulations, an NPDES permitting authority issues a permit
to authorize storm water discharges from regulated small MS4s. In the State of North
Carolina, the NCDENR Division of Water Quality (DW Q) serves as the NPDES
permitting authority. To obtain and comply with the permit, each regulated community
must develop a set of BMPs under six specific program minimum control measures
identified in the regulations. These minimum control measures are:
• Public education and outreach on storm water impacts;
• Public involvement/ participation;
• Illicit discharge detection and elimination;
• Construction site storm water runoff control;
• Post-construction storm water management in new development and
redevelopment; and
• Pollution prevention/ good housekeeping for municipal operations.
The regulations contain both mandatory and suggested components to comply with
each of the six minimum control measures. The mandatory components must be
implemented. The suggested components form a menu that provides the regulated
communities a sense of EPA’s intent for each minimum control measure, and provides
specific suggestions in each general category of BMP. Regulated communities can
choose to include some, all, or none of EPA’s suggestions. A more detailed discussion
on each of the six minimum control measures is presented in Section B.6 of this Plan.
The BMPs identified to comply with the six minimum control measures can be any
combination of programs, structures and other controls that, in the agreed opinion of
NCDENR DWQ and the regulated community, meet the standard of reducing pollution
discharge to Waters of the State to the maximum extent practicable (MEP). In this
process, permittees and permit writers will evaluate the proposed storm water
management controls to determine whether a reduction of pollutants to the MEP could
be achieved using the identified BMPs. This evaluative process will consider such
factors as conditions of receiving waters, specific local concerns, and other
considerations included in a comprehensive watershed plan.
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Under the permitting approach, implementation by the regulated communities of BMPs
consistent with storm water management program requirements at § 122.34 and permit
provisions at § 122.33 would constitute compliance with the standard of ‘‘reducing
pollutants to the MEP. That is, “if you do what you say you will do, you are by definition
in compliance.” It is important to note that states implementing their own NPDES
programs may develop more stringent requirements than those proposed in the Federal
Register. In fact, many states will require more specific and rigorous requirements
under special circumstances relating to the condition of the receiving water within, and
downstream from, a community. For example, if a certain stream is required to have a
Total Maximum Daily Loads (TMDL) or similar study performed on it, then the NPDES
Phase II permit conditions may reflect the allocation of pollutants to that community.
The steps to permit compliance for a regulated community are then:
1. Review the conditions of the permit;
2. Develop and submit a NOI to comply with the NPDES permit through description
of a BMP-based program under each of the six minimum control measures or
program areas (see Section B.6 below);
3. Negotiate the proposed program with the permitting authority;
4. Receive approval of the submittal from the permitting authority; and,
5. Begin implementation of the conditions and programs described in the NOI,
including record keeping and submittal of appropriate reports describing
attainment of “measurable goals” for each BMP as described in the NOI.
B.2 MEASURABLE GOALS
EPA requires that each regulated community identify measurable goals for the
development and implementation of each BMP in the NOI. The goals must identify, as
appropriate, the activity levels required to implement the minimum control measures;
including benchmarks, milestones, and establishing and reaching objectives. It is
important that the measurable goals identified be actions or activity levels that the
regulated community can control. For example, a measurable goal for street
sweeping should be “the community will conduct street sweeping operations on primary
roadways X times per year,” as opposed to “the community will remove X pounds of
street waste per year from primary roadways.” The American Public Works Association
(APW A) provides other examples of measurable goals including (APWA, 2000):
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• Inspecting or repairing a certain number of drain inlets each year;
• Conducting a certain number of training classes for municipal operations per
year; and
• Surveying municipal right-of-ways to identify illicit discharges.
B.3 NORTH CAROLINA’S PERMITTING OPTIONS
MCBCL has limited permitting options.
1. NPDES Phase II Co-Permittee with Onslow County and/or the City of
Jacksonville. Onslow County is identified as a Phase II County and the City of
Jacksonville a Phase II Municipality per the 1990 U.S. Census Urbanized Area
information. MCBCL is within the 2000 U.S. Census Urbanized Area, is a small
MS4, and will therefore be required to comply with the Phase II regulations. As co-
permittees under one permit, multiple communities are covered by the same permit
requirements and schedules. W hen one permittee does not abide by the permit
conditions and/or schedule, the potential for all permittees to be in violation with the
permit exists. Therefore, it is recommended that MCBCL not choose this permitting
option.
2. NPDES Phase II Permittee. As a permit holder, MCBCL has the ability to set
schedules and activities based specifically on the needs of the Base. Compliance
with the permit is based only on activities performed by the Base. MCBCL can enter
into agreements with other communities to perform portions of the required activities.
However, MCBCL will be held ultimately responsible for permit compliance with its
own permit. It is recommended that MCBCL pursue a Phase II permit as a single
MS4.
B.4 PERMITTING SCHEDULE AND IMPLEMENTATION
According to the Federal and State regulations, the NOI for the NPDES Phase II permit
is due on March 10, 2003. The length of the permit period is five years. At the end of
this time, the permit is renegotiated and reissued for five more years. States that have
been given regulatory permitting authority can establish a different permitting schedule
over the first five-year permitting period. It should be noted that MCBCL is not required
to have already implemented (i.e., already be in compliance with) their proposed
program by the date of their initial application.
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B.5 RECORD KEEPING AND REPORTING
Sections II(H)(3)(c)(i) and (ii) of the federal rule discuss record keeping and reporting,
respectively. Section (i) states that the NPDES permitting authority will be required to
include at least the minimum appropriate record keeping conditions in each permit.
Additionally, the NPDES permitting authority could specify that permittees develop,
maintain, and/or submit other records to determine compliance with permit conditions.
The permittee must keep these records for a minimum of three years but would not be
required to submit records to the NPDES permitting authority unless specifically
directed to do so. MCBCL is required to make the records, including the storm water
management program, available to the public at reasonable times during regular
business hours. MCBCL should also be able to assess a reasonable charge for
copying and to establish advance notice requirements, not to exceed two business
days, for members of the public to copy records.
Section (ii) states that the Base is required to submit annual reports to the NPDES
permitting authority for the first permit term. For subsequent terms, the Base must
submit reports in Years 2 and 4 unless the NPDES permitting authority requires more
frequent reports. The reports must include:
1. The status of compliance with permit conditions and an assessment of the
appropriateness of identified BMPs and progress for achieving measurable goals
for each of the six minimum control measures;
2. The results of information collected and analyzed, including monitoring data, if
any, during the reporting period;
3. A summary of what storm water activities the permittee plans to undertake during
the next reporting cycle; and,
4. Changes in any identified measurable goal or goals that apply to program
elements.
B.6 THE SIX MINIMUM CONTROL MEASURES
The six minimum control measures required for compliance with NPDES Phase II
regulations are described in detail in the sections below. The minimum control
measures are divided into mandatory requirements and suggested activities and
guidance. Paragraphs contained in the shaded boxes are taken directly from the
federal regulation (§122.34(b)). The suggested activities and guidance are based upon
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the recommendations also found in the federal regulation but are modified to
accommodate military installations.
B.6.1 Public Education and Outreach on Storm Water Impacts
For military installations, EPA has interpreted “public” as the “resident and employee
population within the fence line of the facility.” Any reference to the “public” in this
document is to be interpreted as such. MCBCL public education and outreach activities
do not have to extend into the surrounding communities. EPA believes that as the
public gains a greater understanding of the storm water program, the facility is likely to
gain more support for the program. In addition, compliance with the NPDES Phase II
program would probably be greater if the public is well educated on storm water
pollution prevention. Well-informed citizens could even act as formal or informal
educators to further disseminate information and gather support for the program, thus
easing the burden on the facility to perform educational activities.
Mandatory Requirement §122.34(b)(1)
(1) Public education and outreach on storm water impacts. (i) You must
implement a public education program to distribute educational materials to
the community or conduct equivalent outreach activities about the impacts of
storm water discharges on water bodies and the steps that can be taken to
reduce storm water pollution.
Suggested Activities and Guidance
The educational materials or public outreach program(s) implemented should inform
staff and residents about steps that can be taken to reduce storm water pollution.
Examples of such steps include limiting the use and runoff of garden chemicals, and
properly disposing of used motor oil and household hazardous materials. The program
should also provide information on becoming involved in local stream and storm water
quality related activities coordinated by the military facility, youth service organizations,
conservation corps, or other citizens’ groups. EPA encourages regulated communities
to find and use educational materials from the State, EPA, or from outside groups; such
as trade associations, public interest organizations, and environmental groups.
The materials or outreach programs should be targeted at on-site departments likely to
cause significant storm water impacts. The programs should explain their potential
contribution to storm water pollution and ways to prevent runoff contamination.
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In fulfilling the public education requirement, regulated municipalities and military
installations are encouraged to:
• Tailor the program to address the viewpoints and concerns of all members of the
community or Base, including minority and disadvantaged communities, as well
as children.
• Enter into State or regional partnerships to fulfill the public education
requirement. It is more cost-effective to utilize a State or regional education
program instead of numerous regulated communities developing their own.
• Work with other regulated communities or organizations (e.g., environmental and
nonprofit groups and industry) that might be able to assist in fulfilling this
requirement. Many such organizations already have educational materials, and
the groups could work together to educate the public.
B.6.2 Public Involvement and Participation
EPA believes that the public can provide valuable input and assistance to the
development and implementation of the military facility’s storm water program.
However, there are challenges associated with public involvement, such as addressing
conflicting viewpoints, dealing with non-interest, and slowing down the decision making
process. The advantages of active public involvement include reduced pollutant
loadings, increased program support, and vigilant protection of waterbodies. Although
public inclusion requires time and money, the benefits are numerous:
• An educated public increases program compliance from residents and
employees as they realize their individual and collective responsibility for
protecting water resources;
• An educated public is more likely to understand the environmental benefits of a
municipal storm water program and, therefore, may be more willing to participate
in such a program;
• When the public is actively involved from the program’s inception and allowed to
participate in the decision making process, the program is more likely to succeed
in meeting its goals; and
• The public’s participation is also useful in the areas of information
dissemination/education and reporting of violators.
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Early and frequent public involvement can shorten implementation schedules and
broaden public support for a program.
Mandatory Requirement(s) §122.34(b)(2)
(2) Public involvement/participation. (i) You must, at a minimum, comply with
State, Tribal and local public notice requirements when implementing a public
involvement/participation program.
Suggested Activities and Guidance
Examples of methods that could be used to foster public participation in the NPDES
Phase II program are as follows:
• The military facility could allow the public to participate as actively involved
partners in program planning, development, and implementation. Opportunities
for members of the public to participate in program development and
implementation could include:
• Serving as a stakeholder during program development;
• Attending storm water stakeholder meetings;
• Working as volunteers to educate other individuals about the program;
• Assisting in program coordination with other pre-existing programs; and,
• Aiding in the development and distribution of educational materials or
participating in volunteer monitoring efforts.
B.6.3 Illicit Discharge Detection and Elimination
Illicit discharges are defined in the federal regulations (§ 122.26(b)(2)), as any discharge
to an MS4 that is not composed entirely of storm water, except discharges pursuant to
an NPDES permit and discharges resulting from fire fighting activities. Illicit discharges
can enter the system through either direct connections (e.g., wastewater piping either
mistakenly or deliberately connected to the storm drains) or indirect connections (e.g.,
infiltration into the storm drain system or spills collected by drain inlets). Example of
illicit discharges include sanitary wastewater; effluent from septic tanks; car wash;
laundry and other industrial wastewaters; improper disposal of auto and household
toxins; and spills from roadway and other accidents.
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Mandatory Requirement(s) §122.34(b)(3)
(3) Illicit discharge detection and elimination. (i) You must develop, implement
and enforce a program to detect and eliminate illicit discharges (as defined at
§ 122.26(b)(2)) into your small MS4.
(ii) You must:
(A) Develop, if not already completed, a storm sewer system map, showing the
location of all outfalls and the names and location of all Waters of the United
States that receive discharges from those outfalls;
(B) To the extent allowable under State, Tribal or local law, effectively prohibit
through ordinance, or other regulatory mechanism, non-storm water
discharges into your storm sewer system and implement appropriate
enforcement procedures and actions;
(C) Develop and implement a plan to detect and address non-storm water
discharges , including illegal dumping to your system; and
(D) Inform public employees, businesses, and the general public of hazards
associated with illegal discharges and improper disposal of waste.
(iii) You need to address the following categories of non-storm water discharges
or flows (i.e., illicit discharges) only if you identify them as significant
contributors of pollutants to your small MS4:
• Water line flushing,
• Landscape irrigation,
• Diverted stream flows,
• Rising ground waters,
• Uncontaminated groundwater infiltration (as defined at 40 CFR 35.2005(20)),
• Uncontaminated pumped ground water,
• Discharges from potable water sources,
• Foundation drains, air conditioning condensation,
• Irrigation water,
• Springs,
• Water from crawl space pumps,
• Footing drains,
• Lawn watering,
• Individual residential car washing,
• Flows from riparian habitats and wetlands,
• Dechlorinated swimming pool discharges, and
• Street washwater (discharges or flows from fire fighting are excluded from the
effective prohibition against non-storm water and need only be addressed
where they are identified as significant sources of pollution to the Waters of
the United States.
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Suggested Activities and Guidance
EPA recommends that the military facility’s illicit discharge program include procedures
for locating priority areas likely for illicit discharges (through visual screening during dry
weather or conducting field tests of selected pollutants), procedures for tracing and
removing the source of illicit discharges, and procedures for program evaluation and
assessment.
The mapping requirements of the illicit discharge detection and elimination control
requires a map or set of maps that show the locations of outfalls, and names and
locations of receiving waters. In addition, it may be necessary to map the storm sewer
system leading to an outfall, in order to determine the source of the discharge. A coding
system should be used to mark and identify each outfall. Regulated communities have
flexibility in the size, scale, and type of mapping (e.g., computer or hand-drafted); the
coding system used; and the method(s) used to develop the mapping.
B.6.4 Construction Site Storm Water Runoff Control
The NPDES Phase II Program §122.34(b)(4) contains the requirements for control of
storm water runoff from construction sites. The regulation requires regulated small
MS4s to develop and enforce a pollutant control program for storm water runoff from
construction activities larger than one acre. This includes construction activity less than
one acre if it is part of a larger common plan of development or sale that would disturb
one acre or more, such as a subdivision that is developed on a lot-by-lot basis.
Mandatory Requirement(s) §122.34(b)(4)
(4) Construction site storm water runoff control. (i) You must develop,
implement, and enforce a program to reduce pollutants in any storm water
runoff to your small MS4 that result in a land disturbance of greater than or
equal to one acre. Reduction of storm water discharges from construction
activity less than one acre must be included in your program if that
construction activity is part of a larger common plan of development or sale
that would disturb one acre or more. If the NPDES permitting authority waives
requirements for storm water discharges associated with small construction
activity in accordance with § 122.26(b)(15)(i), you are not required to develop,
implement, and /or enforce a program to reduce pollutant discharges from
such sites.
(ii) Your program must include the development and implementation of, at a
minimum:
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(A) An ordinance or other regulatory mechanism to require erosion and sediment
controls, as well as sanctions to ensure compliance, to the extent allowable
under State, Tribal, or local law;
(B) Requirements for construction site operators to implement appropriate
erosion and sediment control best management practices;
(C) Requirements for construction site operators to control waste such as
discarded building materials, concrete truck washout, chemicals, litter, and
sanitary waste at the construction site that may cause adverse impacts to
water quality;
(D) Procedures for site plan review which incorporate consideration of potential
water quality impacts;
(E) Procedures for receipt and consideration of information submitted by the
public;
(F) Procedures for site inspection and enforcement of control measures.
Suggested Activities and Guidance
Site plan review procedures should include a pre-construction review to ensure
consistency with erosion and sedimentation control requirements. Priority sites should
be identified and regulations enforced based on the nature of the construction activity,
topography, and characteristics of the soils and receiving waters. To ensure
compliance, EPA recommends the military facility provide educational and training
measures to construction site operators.
In conjunction with these requirements, EPA will allow small MS4s to exclude from their
program those construction sites for which the permitting authority has already waived
permit requirements. An example presented in the regulation is for a permitting
authority that does not require permit coverage for construction sites less than five
acres where the erodibility factor is less than 0.2. In this case, the regulated MS4 can
choose to waive program requirements for sites that fall under these criteria. To date,
NCDENR DW Q has not identified any situations for which they will waive permit
requirements.
B.6.5 Post-Construction Storm Water Management in New Development and
Redevelopment
EPA recognizes that prior planning and design for the minimization of pollutants in
storm water discharges is more cost-effective than reducing the discharge of pollutants
after it has occurred. Therefore, in §122.34(b)(5), EPA will require regulated
communities to address storm water runoff from new development and redevelopment
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projects that disturb one acre or more and discharge into the small MS4. This includes
areas smaller than one acre that are part of a larger common development plan or sale.
Note that the term ‘‘redevelopment’’ refers to alterations of a property that changes the
‘‘footprint’’ of a site or building in such a way that results in the disturbance of equal to or
greater than one acre of land. The term is not intended to include such activities as
exterior remodeling, which would not be expected to cause adverse storm water quality
impacts and offer no new opportunity for storm water controls.
Mandatory Requirement(s) §122.34(b)(5)
(5) Post-construction storm water management in new development and
redevelopment
(i) You must develop, implement, and enforce a program to address storm water
runoff from new development and redevelopment projects that disturb greater
than or equal to one acre, including projects less than one acre that are part of
a larger common plan of development or sale, that discharge into your small
MS4. Your program must ensure that controls are in place that would prevent
or minimize water quality impacts.
(ii) You must:
(A) Develop and implement strategies which include a combination of structural
and/or non-structural best management practices (BMPs) appropriate for your
community;
(B) Use an ordinance or other regulatory mechanism to address post-
construction runoff from new development and redevelopment projects to the
extent allowable under State, Tribal or local law; and,
(C) Ensure adequate long-term operation and maintenance of BMPs.
Suggested Activities and Guidance
Regulated communities have significant flexibility both to develop this measure as
appropriate to address local concerns and to apply new control technologies as they
become available. Since storm water technologies are constantly being improved, EPA
recommends that municipal and military installation requirements be responsive to
these changes and that the BMPs chosen are appropriate for the local community in
minimizing water quality impacts. EPA also states that the BMPs should attempt to
maintain pre-development conditions. In developing the program, EPA encourages the
regulated communities to adopt a planning process that includes stakeholders and
interested citizens, and clearly identifies the post-construction program’s goals, BMP
implementation strategies, operation and maintenance policies, and enforcement
procedures.
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This minimum control measure effectively makes the communities proactive in their
storm water program, rather than reactive. For example, a significant aspect of the
post-construction minimum control measure is that the regulated communities will now
be accountable for the proper maintenance and operation of storm water control
facilities, such as sediment ponds and detention ponds. This does not mean they are
required to do the maintenance, but that they have to use their enforcement powers to
insure it is done. This requirement indirectly encourages the regulated communities to
implement non-structural BMPs (i.e., preventative planning, management and source
control activities). Because non-structural alternatives reduce or eliminate the source
of pollutant loadings in storm water runoff, they are typically more cost-effective than
construction and maintenance of structural facilities.
Examples of non-structural BMPs for post-construction runoff control are:
• Policies that direct growth to certain areas, protect sensitive areas such as
wetlands and riparian areas, maintain or increase open space, minimize
impervious surfaces, minimize soil and vegetative disturbances, and provide
buffers along sensitive water bodies;
• Education programs for contractors and the public about project designs that
minimize water quality impacts, such as preserving open space, cluster
development, minimizing directly connected impervious areas, and using swales
or landscaped areas as buffers; and
• The use of non-structural infiltration and filtration practices (maintenance of open
space, buffer zones, wetland and riparian protection).
Examples of structural BMPs include, but are not limited to:
• The use of structural infiltration and infiltration practices (porous pavement,
infiltration basins, swales, sand filters, filter strips); and
• The use of storage practices (wet ponds, extended-detention outlet structures).
B.6.6 Pollution Prevention/ Good Housekeeping for Municipal Operations
This minimum control measure, defined by §122.34(b)(6), addresses military facility “in-
house” operations. In general, the requirement to develop and implement an operation
and maintenance program, including employee training, is meant to ensure that on-site
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activities are performed in the most appropriate way to minimize contamination of storm
water discharges, rather than requiring the facility to undertake new activities.
Mandatory Requirement(s) §122.34(b)(6)
(6) Pollution prevention/good housekeeping for municipal operations
(i) You must develop and implement an operation and maintenance program that
includes a training component and has the ultimate goal of preventing or
reducing pollutant runoff from municipal operations. Using training materials
that are available from EPA, your State, Tribe, or other organizations, your
program must include employee water pollution from activities such as park
and open space maintenance, fleet and building maintenance, new
construction and land disturbances, and storm water system maintenance.
Suggested Activities and Guidance
Regulated communities should consider the following items in developing such a
program:
• Maintenance activities, maintenance schedules, and long-term inspection
procedures for structural and other storm water controls to reduce floatables and
other pollutants discharged from the separate storm sewers;
• Controls for reducing or eliminating the discharge of pollutants from streets,
roads, highways, parking lots, maintenance and storage yards (e.g., salt/sand
storage locations, snow disposal areas), and waste transfer stations—including
programs that promote recycling and pesticide use minimization;
• Procedures for the proper disposal of waste removed from the separate storm
sewer systems and areas listed above, including dredge spoil, accumulated
sediments, floatables, and other debris; and
• Ways to ensure that new flood management projects assess the impacts on
water quality and examine existing projects for incorporation of additional water
quality protection devices or practices.
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B.7 ADDITIONAL NORTH CAROLINA REGULATORY REQUIREMENTS
NCDENR DW Q is the permitting authority for NPDES Phase II in the State of North
Carolina. States that have been given permitting authority have the right to modify the
NPDES Phase II regulations to impose stricter standards for their own regulated
communities, to modify the permitting process and schedule, and to choose from
several of permit types. The federal regulations give several options to the permitting
authority on the process, schedule requirements, and the permit types. NCDENR
requirements provide clarification to the federal requirements and include additional
provisions for post-construction runoff controls. The required State post-construction
requirements for MCBCL are outlined below.
B.7.1 Model Ordinance
NCDENR is required to develop a model ordinance including BMPs to control and
manage storm water runoff from development and redevelopment sites. NCDENR must
work in cooperation with local governments to develop this model ordinance and the
model ordinance must be approved by the Environmental Management Commission.
There is no timeline established for developing the model ordinance.
B.7.2 Implementation Deadline
Pursuant to Rule 15A North Carolina Administrative Code (NCAC), paragraph
2H.0126(10)(d)(i), the deadline for implementation of the local post-construction storm
water program is March 10, 2005.
B.7.3 Low Density/ High Density Projects
Pursuant to 15A NCAC 2H.0126(10)(e), a post-construction storm water management
program for new development/ redevelopment shall be based on low density or high
density controls for projects disturbing an acre or more of land area. As outlined under
15A NCAC 2H.0126(10)(e)(i)(A), low density projects shall be:
No more than 2 dwelling units per acre or 24 percent built-upon area (BUA) for
development;
Storm water runoff from the development shall be transported from the
development by vegetated conveyances to the MEP;
BUA shall be at a minimum of 30 feet landward of perennial and intermittent
surface waters; and
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Deed restrictions and protective covenants are required to ensure that
development activities maintain the development consistent with the approved
project plans. MCBCL is prohibited by federal law from placing deed restrictions
or protection covenants. Therefore, in practice on the Base, this is done by
providing a Boundary Survey.
As outlined under 15A NCAC 2H.0126(10)(e)(i)(B), projects that do not conform to low
density requirements are deemed high density. High density projects shall:
Control and treat the difference in storm water runoff volume leaving the project
site between the pre and post development conditions for the 1 year/ 24 hour
storm. Runoff volume drawdown time shall be a minimum of 24 hours, but not
more than 120 hours;
Structural storm water treatment systems used to meet the requirements of the
program shall be designed to have an 85% average annual removal for total
suspended solids;
General Engineering Design criteria for projects shall be in accordance with 15A
NCAC 2H.1008(c);
BUA shall be at a minimum of 30 feet landward of perennial and intermittent
surface waters; and
Deed restrictions and protective covenants are required to ensure that
development activities maintain the development consistent with the approved
project plans. MCBCL is prohibited by federal law from placing deed restrictions
or protection covenants. Therefore, in practice on the Base, this is done by
providing a Boundary Survey.
B.7.4 Additional Requirements for Fecal Coliform
Pursuant to 15A NCAC 2H.0126(10)(g), the post-construction storm water program
shall control fecal coliform sources to the MEP. At a minimum, this shall include the
development and implementation of an oversight program to ensure proper operation
and maintenance of on-site wastewater treatment systems for domestic wastewater.
B.7.5 Additional Requirements for SA Waters
Pursuant to 15A NCAC 2H.0126(10)(h), for programs with development/ redevelopment
draining to SA waters, which are saltwater streams or lakes designated for fish
consumption and protection of aquatic life, additional program elements must be
incorporated into the storm water management program. The SA waters requirements
include the development, adoption, and implementation of order(s) or Base policies that
ensure (1) the selection of appropriate BMPs for reducing fecal coliform to the MEP,
and (2) implementation of a pet waste management program.
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In addition, new direct points of storm water discharge to SA waters or expansion of
existing points of discharge to any constructed storm water conveyance system, or
constructed system of conveyances that discharge to SA waters, shall not be allowed.
Expansion is defined as an increase in drainage area or an increase in impervious
surface within the drainage area resulting in a net increase in peak flow or volume from
the 1-year/ 24-hour storm. Overland sheetflow of storm water or storm water discharge
to a wetland, vegetated buffer, or other natural area capable of providing treatment or
absorption will not be considered a direct point of storm water discharge for the
purposes of this Rule.
B.7.6 Additional Requirements for Nutrient Sensitive Waters
Nutrient Sensitive Waters (NSW ) is a supplemental DWQ classification intended for
waters needing additional nutrient management due to their being subject to excessive
growth of microscopic or macroscopic vegetation. In general, management strategies
for point and non-point source pollution requires control of nutrients (usually nitrogen
and/or phosphorus) such that excessive growth of vegetation is reduced or prevented,
and there is no increase in nutrients over target levels. Nutrient management strategies
are site-specific.
Pursuant to 15A NCAC 2H.0126(10)(h), for development/ redevelopment draining to
NSW , the following must be incorporated into the storm water management program:
(1) A Base Order or policy must be developed, adopted, and implemented to ensure
that the BMP for reducing nutrient loading is selected while still meeting the
requirements of Rule 15A NCAC 2H.0126(10)(d); and (2) a nutrient application
management program (including both inorganic fertilizer and organic nutrients) shall be
developed and included in the storm water management program.
B.8 SUMMARY OF RULE REQUIREMENTS
Table B1 provides a summary of the rule requirements and BMPs that fulfill those
requirements.
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 B17 TABLE B1 – Minimum Control Measure Rule Rule states: BMP (see Section 7 for details) Public education and outreach 40 CFR §122.34(b)(1)(i) You must implement a public education program to distribute educational materials to the community or conduct equivalent outreach activities about the impacts of storm water discharges on water bodies and the steps that can be taken to reduce storm water pollution. 7.1.1 through 7.1.19 7.4.3 Public involvement/ participation 40 CFR §122.34(b)(2)(i) You must, at a minimum, comply with State, Tribal and local public notice requirements when implementing a public involvement/ participation program. 7.2.1 through 7.2.4 Illicit discharge detection and elimination 40 CFR §122.34(b)(3)(i) You must develop, implement and enforce a program to detect and eliminate illicit discharges (as defined at § 122.26(b)(2)) into your small MS4. 7.3.1 7.3.2 7.3.3 7.3.8 7.3.9 Illicit discharge detection and elimination 40 CFR §122.34(b)(3)(ii) You must: (A) Develop, if not already completed, a storm sewer system map, showing the location of all outfalls and the names and location of all waters of the United States that receive discharges from those outfalls; 7.3.2 7.3.3 Illicit discharge detection and elimination 40 CFR §122.34(b)(3)(ii) (B) To the extent allowable under State, Tribal or local law, effectively prohibit through ordinance, or other regulatory mechanism, non-storm water discharges into your storm sewer system and implement appropriate enforcement procedures and actions; 7.3.6 Illicit discharge detection and elimination 40 CFR §122.34(b)(3)(ii) (C) Develop and implement a plan to detect and address non-storm water discharges, including illegal dumping to your system; and 7.3.1 7.3.4 7.3.5 7.3.7 7.3.8
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 B18 TABLE B1 – Minimum Control Measure Rule Rule states: BMP (see Section 7 for details) Illicit discharge detection and elimination 40 CFR §122.34(b)(3)(ii) (D) Inform public employees, businesses, and the general public of hazards associated with illegal discharges and improper disposal of waste. 7.3.9 7.3.10 7.3.11 Illicit discharge detection and elimination 40 CFR §122.34(b)(3)(iii) You need to address the following categories of non-storm water discharges or flows (i.e., illicit discharges) only if you identify them as significant contributors of pollutants to your small MS4: • Water line flushing, • Landscape irrigation, • Diverted stream flows, • Rising ground waters, • Uncontaminated groundwater infiltration (as defined at 40 CFR 35.2005(20)), • Uncontaminated pumped ground water, • Discharges from potable water sources, • Foundation drains, air conditioning condensation, • Irrigation water, • Springs, • Water from crawl space pumps, • Footing drains, • Lawn watering, • Individual residential car washing, • Flows from riparian habitats and wetlands, • Dechlorinated swimming pool discharges, • Street washwater (discharges or flows from fire fighting are excluded from the effective prohibition against non-storm water and need only be addressed where they are identified as significant sources of pollution to the Waters of the United States.) 7.3.6
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 B19 TABLE B1 – Minimum Control Measure Rule Rule states: BMP (see Section 7 for details) Construction site storm water runoff control 40 CFR §122.34(b)(4)(i) You must develop, implement, and enforce a program to reduce pollutants in any storm water runoff to your small MS4 that result in a land disturbance of greater than or equal to one acre. Reduction of storm water discharges from construction activity less than one acre must be included in your program if that construction activity is part of a larger common plan of development or sale that would disturb one acre or more. If the NPDES permitting authority waives requirements for storm water discharges associated with small construction activity in accordance with § 122.26(b)(15)(i), you are not required to develop, implement, and /or enforce a program to reduce pollutant discharges from such sites. 7.4.1 Construction site storm water runoff control 40 CFR §122.34(b)(4)(ii) Your program must include the development and implementation of, at a minimum: (A) An ordinance or other regulatory mechanism to require erosion and sediment controls, as well as sanctions to ensure compliance, to the extent allowable under State, Tribal, or local law; 7.3.6 7.4.1 Construction site storm water runoff control 40 CFR §122.34(b)(4)(ii) (B) Requirements for construction site operators to implement appropriate erosion and sediment control best management practices; 7.4.1 Construction site storm water runoff control 40 CFR §122.34(b)(4)(ii) (C) Requirements for construction site operators to control waste such as discarded building materials, concrete truck washout, chemicals, litter, and sanitary waste at the construction site that may cause adverse impacts to water quality; 7.4.1 7.4.3 Construction site storm water runoff control 40 CFR §122.34(b)(4)(ii) (D) Procedures for site plan review which incorporate consideration of potential water quality impacts; 7.4.2
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 B20 TABLE B1 – Minimum Control Measure Rule Rule states: BMP (see Section 7 for details) Construction site storm water runoff control 40 CFR §122.34(b)(4)(ii) (E) Procedures for receipt and consideration of information submitted by the public; 7.4.1 7.4.2 Construction site storm water runoff control 40 CFR §122.34(b)(4)(ii) (F) Procedures for site inspection and enforcement of control measures. 7.4.1 7.4.4 Post-construction storm water management in new development and redevelopment 40 CFR §122.34(b)(5)(i) You must develop, implement, and enforce a program to address storm water runoff from new development and redevelopment projects that disturb greater than or equal to one acre, including projects less than one acre that are part of a larger common plan of development or sale, that discharge into your small MS4. Your program must ensure that controls are in place that would prevent or minimize water quality impacts. 7.5.1 Post-construction storm water management in new development and redevelopment 40 CFR §122.34(b)(5)(ii) You must: (A) Develop and implement strategies which include a combination of structural and/or non-structural BMPs appropriate for your community; 7.5.1 Post-construction storm water management in new development and redevelopment 40 CFR §122.34(b)(5)(ii) (B) Use an ordinance or other regulatory mechanism to address post-construction runoff from new development and redevelopment projects to the extent allowable under State, Tribal or local law; and, 7.5.1 Post-construction storm water management in new development and redevelopment 40 CFR §122.34(b)(5)(ii) (C) Ensure adequate long-term operation and maintenance of BMPs. 7.5.2 Post-construction storm water management in new development and redevelopment 15A NCAC 2H.0126(10)(d)(i) Deadline for implementation of the local post-construction storm water program is March 10, 2005. 7.5.3
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 B21 TABLE B1 – Minimum Control Measure Rule Rule states: BMP (see Section 7 for details) Post-construction storm water management in new development and redevelopment 15A NCAC 2H.0126(10)(e) Post-construction storm water management program for new development/ redevelopment shall be based on low density or high density controls for projects disturbing an acre or more of land area. 7.5.1 Post-construction storm water management in new development and redevelopment 15A NCAC 2H.0126(10)(g) The post-construction storm water program shall control fecal coliform sources to the MEP. At a minimum, this shall include the development and implementation of an oversight program to ensure proper operation and maintenance of on-site wastewater treatment systems for domestic wastewater. 7.5.1 7.6.4 7.6.5 Post-construction storm water management in new development and redevelopment 15A NCAC 2H.0126(10)(h) Programs with development/ redevelopment draining to SA waters, additional program elements must be incorporated into the storm water management program. The SA waters requirements include the development, adoption, and implementation of order(s) or Base policies that ensure: (1) the selection of appropriate BMPs for reducing fecal coliform to the maximum extent practical, and 7.5.1 7.6.4 Post-construction storm water management in new development and redevelopment 15A NCAC 2H.0126(10)(h) (2) implementation of a pet waste management program. 7.6.4 Post-construction storm water management in new development and redevelopment 15A NCAC 2H.0126(10)(h) For development/ redevelopment draining to NSW, the following must be incorporated into the storm water management program: (1) A Base Order or policy must be developed, adopted and implemented to ensure that the BMP for reducing nutrient loading is selected while still meeting the requirements of Rule 15A NCAC 2H.0126(10)(d); and 7.3.6 7.6.4
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 B22 TABLE B1 – Minimum Control Measure Rule Rule states: BMP (see Section 7 for details) Post-construction storm water management in new development and redevelopment 15A NCAC 2H.0126(10)(h) (2) A nutrient application management program (including both inorganic fertilizer and organic nutrients) shall be developed and included in the storm water management program 7.6.4 Pollution prevention/ good housekeeping for municipal operations 40 CFR §122.34(b)(6)(i) You must develop and implement an operation and maintenance program that includes a training component and has the ultimate goal of preventing or reducing pollutant runoff from municipal operations. Using training materials that are available from EPA, your State, Tribe, or other organizations, your program must include employee water pollution from activities such as park and open space maintenance, fleet and building maintenance, new construction and land disturbances, and storm water system maintenance. 7.6.1 through 7.6.9
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C. MCBCL CURRENT STORM WATER PROGRAM
To gain a complete understanding of the program components, six minimum control
measure meetings were conducted with potential stakeholders in attendance. Listed
below is a list of the potential stakeholders, title, affiliation, and the minimum control
measure(s) of interest to that stakeholder.
Minimum Control
Measures
Stakeholder Name Title Division/ Branch
1 2 3 4 5 6
Brynn Ashton Water Quality Section
Head EQB/ EMD X X X X X X
Scott Brewer Director EMD X X X X
Dennis Abell Public W orks X X X
Carl Baker X X
Tom Barbee NEPA Section Head ACIS I&E/ EMD/
ECON X X
Tony Best Pollution Prevention
Manager EMD/Compliance/P2 X X X X X X
Lee Branche Public
Education/Schools X X X X
Bill Price Onslow County X X
Jay Connolly Public Affairs X X X
MacArthur Farrow ECD/ Pollution
Abatement X X
Ron Griffin MCCS
Facilities/Maintenance X X X X
Maj. Stephen Cox Public Affairs X X X
Glenn Hargett City of Jacksonville X X X
Elizabeth Harrison EMD/ ECB X X X
Levi Hill Family Housing X X X X
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Minimum Control
Measures
Stakeholder Name Title Division/ Branch
1 2 3 4 5 6
Capt. J. N. Jungreis Associate Counsel,
Environmental Law
Eastern Area Counsel
Office X X X X
Vernon Kelley X X
Kirk Kropinack Environmental
Assessment Specialist MCAS, SEA X X X X X X
Michael Lynch ROICC X X X
James Mahoney EMS/ Recycling/ P2 X X X X
Brian Marshburn Solid W aste and
Tanks Section Head EMD/EQB X X
Nina McBroom Bachelor’s Housing X X X
Col. Keith Oliver X X
David Parker MCCS Maintenance X X X X
Neal Paul EQB Branch Head EMD/ EQB
Headquarters X X X X X X
Douglas Piner ECB Branch Head Environmental
Compliance Branch X X
Francis Railey GIS X X
Joe Ramirez Training & Operations X X X X
Pat Raper EMD/ ECB X X X X X X
Diana Rashash NC State Coop Ext.
Service X X X X
Betty Sanders-Seavey New River Foundation X X
Glen e Smith EMD/ ECB X X X X X X
Fountain Taylor III Public W orks X X X
George Turner Public W orks
Operations X x X X X
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Minimum Control
Measures
Stakeholder Name Title Division/ Branch
1 2 3 4 5 6
Dianne Ward CETEP Coordinator EMD/ I&E X X
Steven W hited
Water Quality
Environmental
Specialist
EQB/ W ater Quality X X X X X X
Alex W ood Public W orks X X X
Pollution Prevention
Committee Pollution Prevention
Committee X X X X X
Clubs on Base Clubs on Base X X
I&O X
Safety X
TV Station (CPEL) X
Personnel Branch
(Orientation) X
Public W orks/ Roads
& Grounds X X X X
FSSG X X
Public W orks/
Garbage Pickup X X
FSC/ Pesticide
Application X X
In general, stakeholder discussions focused on the parts of the current program that
have been implemented that address the requirements of the NPDES Phase II
regulations. Programmatic, equipment and/or staffing needs or problems that exist in
the current storm water program were identified. Regulatory documents, such as the
Storm W ater Pollution Prevention Plan (SWPPP), and other information relevant to
water quality were also reviewed.
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This section presents an overview of the MCBCL’s current storm water program, in
comparison to the federal and state NPDES Phase II regulations. Based upon the
meetings with staff, the Base’s existing storm water management program contains
many NPDES Phase II related elements, including the following:
• Staff training;
• Plans review;
• Construction site runoff control;
• Inspection and enforcement; and
• Good housekeeping practices.
While the Base’s program contains these elements, the Base may not be fully
incorporating water quality, as required by NPDES Phase II rules.
MCBCL’s storm water program components are spread throughout several departments
including Public Works, Environmental, and ROICC Office. Currently, the
Environmental Office acts as the coordinating agency.
C.1 PUBLIC EDUCATION AND OUTREACH ON STORM WATER IMPACTS
Current educational efforts are focused on staff. A SWPPP Training CD has been
designed for the MCBCL industrial areas; staff attend a Management of Hazardous
Material/ Hazardous Waste course and a Commanders’ Awareness Course; and
ROICC holds pre-construction meetings with contractors to review MCBCL
requirements for Sediment and Erosion Control BMPs and Safety. Construction
inspectors with the ROICC Office are required to obtain inspector training, provided
internally.
MCBCL has many avenues for communication within its community. The MCBCL
Public Affairs Office (PAO) publishes a weekly newspaper, The Globe, available on-
and off–Base at designated locations. The MCAS PAO publishes a weekly newspaper,
Rotoview, also available on and off–Base at designated locations. MCBCL Base
schools publish a periodic newsletter in-house. Other existing area newspapers include
The Daily News, which is distributed throughout the City of Jacksonville and Onslow
County. An internal cable channel serves as a message board for the offices and
homes with cable television. MCAS has developed a website and the Environmental
Management Division (EMD) is in the process of developing a website. The Public
Affairs office is capable of sending Base-wide emails. Marine Corps Community
Services (MCCS) organizes the Spring Fling beach event yearly. Other events MCBCL
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participates in or organizes include Earth Day, America Recycles Day, Arbor Day,
Ecomania (sponsored by MCCS) and Big Sweep, a North Carolina State University
sponsored event.
Additional opportunities for public education and outreach exist on the Base. Residents
of the Base are given a Welcome Package upon arrival containing information about
services provided, maintenance needs, etc. No storm water issues are currently
addressed in this packet.
C.2 PUBLIC INVOLVEMENT
Outside of the industrial areas represented on the Storm W ater Pollution Prevention
Team, the MCBCL has formed Storm Water Stakeholder Groups for development of the
NPDES Phase II Storm Water Management Plan. The stakeholder groups attended six
minimum control measure (MCM) meetings and included representatives from various
departments within MCBCL’s Installations and Environment (I&E) Department,
LANTDIV, and the City of Jacksonville, Onslow County, the New River Foundation, and
the NC State Cooperative Extension Service.
There are several opportunities for the public to be involved in environmental affairs at
MCBCL. Earth Day, America Recycles Day, Arbor Day, Ecomania, and Big Sweep are
existing events that MCBCL sponsors to promote environmental awareness and to
provide ways for the public to volunteer their time. In addition, two clubs currently
existing on-Base focus on environmental issues. They are the High School Ecology
Club and the Conservation Volunteer Program (CVP), which has approximately 100
members. The CVP mission is to assist MCBCL Natural Resources Personnel in
achieving the objectives and goals of the Base Integrated Natural and Cultural
Resources Management Plan (INRMP and ICRMP) and increase community
awareness of ecosystem management and conservation programs and techniques
through the use of both military and civilian volunteers.
C.3 ILLICIT DISCHARGE DETECTION AND ELIMINATION
MCBCL has a detailed drainage system map with flow patterns, outfalls, and drainage
basins identified. The entire Base storm drainage mapping (GIS) has been recently
updated in the urbanized areas, including the coverage for Waters of the State, storm
water management ponds, storm drainage ditches, and drainage infrastructure (pipes
and structures) for urbanized areas of the Base. The mapping will continue to be
updated periodically.
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MCBCL has also recently updated the GIS database. This update included the
coverage of MCBCL’s industrial buildings, drainage basins, and outfalls as part of the
Base SWPPP update. Non-industrial outfalls and drainage basins in urbanized areas of
the Base were also updated. The industrial sites are inspected semi-annually. The
database will continue to be updated periodically.
MCBCL completed a comprehensive Illicit Discharge Detection and Elimination (IDDE)
Study in 1993 for the development of a SWPPP for the Phase I permit. This IDDE
involved the dye testing of industrial and sanitary drains within structures on the Base.
In addition, MCAS completed a 1998 Hangar Drain Study.
Floor drains in the majority of maintenance shop bays have been plugged. Housing
units are connected to the sanitary sewer system. A ROICC representative inspects
construction sites for illicit connections. Household hazardous material is accepted at
designated areas of the Base. The Recycling Program on-Base covers the typical
household generated items, such as cans, plastic, and newspapers; and extends to
scrap metal recycling, antifreeze, and oil. A recycling drop off is located at the MCBCL
landfill.
C.4 CONSTRUCTION SITE STORM WATER RUNOFF CONTROL
New construction and demolition plans are reviewed and modified, if needed, by the
Public W orks Division. A Base policy exists that addresses construction site runoff.
Erosion and sediment control (ESC) is addressed during the site plan review and an
ESC plan required for construction sites greater than one acre.
The ROICC office staff inspect MCBCL facility construction projects daily and require
contractors to inspect and submit inspection reports to ROICC. Construction sites are
inspected; including erosion and sediment control, and illicit connection detection. The
ROICC inspectors review the inspection reports to ensure that the sites are being
adequately managed. The ROICC has the authority to halt construction or payment until
proper control measures are taken.
Additionally, the Civil Engineering Department coordinates with the local Natural
Resource Conservation Service (NRCS) to utilize an erosion and sediment control
inspector for small construction projects that do not require a construction permit.
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C.5 POST-CONSTRUCTION STORM WATER MANAGEMENT IN NEW DEVELOPMENT AND
REDEVELOPMENT
MCBCL has maintenance practices for post-construction structural BMPs on the Base.
The following post-construction related structural BMPs have been installed and are
being maintained on-site:
• Detention ponds – several wet detention ponds are located throughout MCBCL.
The Environmental Compliance Branch (ECB) inspects the permitted ponds
on-Base semi-annually. In addition, MCBCL has recently contracted the
dredging of 32 ponds on-Base and the repair of pond side banks.
• Grass swales - storm water drainage primarily flows through grass swales
before entering catch basins or area drains throughout the facility.
• Vegetation policy – while a formal policy is not in place, certain aspects are
addressed. “Bare spots” of grass/ vegetation occurring on side banks of ponds
and swales are addressed as needed on a continual basis. Bahia grass is not
allowed to be planted on the Base.
• Riparian Buffers – NCDENR requirements are followed for SA waters.
• Integrated site and storm water infrastructure design standards follow those set
by NCDENR.
C.6 GOOD HOUSEKEEPING PRACTICES
For regulated industrial activities, the SWPPP outlines procedures to evaluate each
facility (tenant) on the incorporation of baseline BMPs, including good housekeeping
practices. These BMPs emphasize the implementation of pollution prevention
measures and the reduction of possible pollutant discharges at the source. For areas
outside the industrial activities, the following list of good housekeeping procedures was
noted to be incorporated into existing practice:
• Loose garbage and waste material is picked up and disposed of regularly;
• Housing area streets are swept monthly;
• Equipment is kept in good working order;
• Limited exterior painting operations are performed;
• Routine inspections are conducted for leaks or conditions creating possibility
for spills;
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• Employees are trained on spill cleanup procedures;
• Adequate space is provided for material transfer and storage, easy access for
inspections, and prevention of accidental spills; and
• Catch basins, oil/water separators (OW Ss) and wash racks are routinely
inspected and/or maintained.
Several other pollution prevention an good housekeeping measures are employed
on MCBCL.
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D. STATUS OF OTHER LOCAL REGULATED COMMUNITIES
Currently, NPDES Phase II communities in the area surrounding MCBCL are the City of
Jacksonville and Onslow County. The City of Jacksonville is currently preparing their
Notice of Intent and Storm W ater Management Plan and plan to submit by March 10,
2003. The City of Jacksonville and MCBCL have actively participated in each others’
stakeholder meetings. Although permitting separately, the City of Jacksonville and
MCBCL have agreed to cooperate and partner when possible to assist each other in
meeting the minimum control measures, particularly the Public Education and Outreach
and Public Involvement and Participation.
In accordance with Rule 15A NCAC 2H.0126(7)(b)(iii)(B), regulated public entities that do
not own or operate a small MS4 may apply to implement the post-construction control and
good housekeeping/ pollution prevention minimum control measures using the “permitted
by rule” option. Onslow County will be applying under this permitted by rule option and
has formed a stakeholder group to assist in the preparation of the NOI and SWMP, which
will outline how the County will address the post-construction control and good
housekeeping/ pollution prevention MCMs. Under this option, the State is responsible for
implementing the remaining minimum control measure requirements through existing
programs to the extent allowed.
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E. ACTION ITEMS
There are potential ways to save time and money in preparation for the NPDES Phase
II permitting process. Any MS4 going into a permitting situation with an informed plan
and approach will fare far better with the permit writer than one that does not.
Therefore, it is a good idea to plan ahead, take steps toward compliance, and position
the MS4 to meet the expected demands of the permit. This section addresses the
interim steps that should be taken in development of a long-term storm water
management program. First, we outline general issues that the MCBCL facility must
address in further developing and fine-tuning its storm water program. Next, we provide
a list of specific action items that must be taken in order to prepare for compliance with
NPDES Phase II regulations.
E.1 GENERAL RECOMMENDATIONS
The following items list issues or considerations that MCBCL should keep in mind when
developing its storm water program and preparing for the NPDES Phase II permitting
process.
1. Keep the internal MCBCL audiences informed. One of the keys to developing
a successful storm water program is to keep the acting administration and any
affected agencies and departments informed about the NPDES Phase II
regulations and actions that the facility must take to comply.
2. Continue to assess costs. An initial cost estimate of developing and
implementing a NPDES Phase II program is contained in Section F. A number of
assumptions were made to develop those costs. As MCBCL becomes more
focused on the NPDES Phase II program and identifies specific activities, more
defined costs should be developed. Program plans and estimated costs should
be presented to an informed administration early in the process to make sure the
budget will reflect what is needed for NPDES Phase II compliance activities.
3. Define reasonable BMPs and measurable goals for each control.
Remember that MS4s are not required to have already implemented their
proposed program by the date of their initial permit application. Prior to NOI
submittal on March 10, 2003, MCBCL has to decide what it is willing and able to
do to meet each of the six minimum control measures and how compliance will
be measured. Items to consider during this process include cost, equipment
and/or staffing needs, capabilities of staff to implement new policies, public or
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stakeholder interest, and public or stakeholder opposition. Remember, the storm
water program developed to comply with the NPDES Phase II regulations should
be tailored as much as possible to the environmental needs, level of public
support, and reasonable staffing and funding capabilities of MCBCL.
Parts of the program that are new to the MCBCL facility that may be particularly
difficult to implement should be investigated prior to permit negotiations.
4. Negotiate a reasonable program to meet the six minimum control
measures. As stated previously, the regulatory language of the NPDES Phase II
requirements is vague, and it is unclear what NCDENR DW Q will consider the
absolute minimum requirements for compliance for each regulated community.
Therefore, MCBCL should negotiate reasonable permit conditions with NCDENR
DWQ. Activities and actions that go beyond the permit requirements should be
documented and reported as part of the normal NPDES Phase II reporting
requirements but should not be proposed as permit conditions.
5. Develop a method of record keeping. NCDENR DWQ will require regulated
MS4s to prove their compliance with the NPDES Phase II permit through
reporting tasks. Therefore, documentation of compliance activities is essential.
With the initial permitting and annual reporting requirements in mind, MCBCL
actions that are directed toward any aspect of storm water management should
be documented and maintained at a central location. A filing system should be
designed to provide ready access to supporting documentation that may be
required for the NPDES Phase II permit application and annual reports.
Documentation of public education and participation activities could be as simple
as filing away a copy of the informational material or an activity schedule. Simple
check sheets can be developed for illicit discharge inspections or construction
and post-construction plan reviews and inspections.
6. Review and expand current complaint management. As citizens are better
educated on water quality issues and become more vigilant, MCBCL should
expect additional citizen inquiries and complaints. There is no need to develop
multiple complaint handling systems, but instead review and expand the existing
systems to handle various types of water-quantity and quality related problems,
including construction site runoff complaints and illicit discharge suspicions. The
majority of this review can be done during the permit period, but the complaint
handling process should be kept in mind when developing parts of the NPDES
Phase II compliance program.
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Adequate documentation and tracking of each complaint received can be utilized
as documentation of compliance with the NPDES Phase II regulations for several
controls and will enable MCBCL to track and assess its own programs.
7. Update existing policies and contract language to address NPDES Phase II
requirements. MCBCL has standard documents addressing different facets of
construction, good housekeeping practices, and illicit discharges. Each of these
documents should be compared to the Phase II requirements to ensure
consistency and compliance.
8. Update plan review checklists. As the new program elements are developed,
plans review checklists for the erosion and sediment control and post-
construction runoff control programs should be updated. These checklists will
help ensure consistency with the adopted guidelines.
E.2 RECOMMENDED ACTION ITEMS
Table 2 in Section 7 presents the BMPs that MCBCL currently implements and
proposes to implement as part of the NPDES Phase II permit. The action items
are organized by minimum control measure. As the program is developed, this
table should be revisited and modified on a yearly basis to determine what tasks
have been completed, if there is a need to re-arrange the schedule and/or tasks,
what other commitments should be planned, and whether new goals or tasks
should be added. Some recommendations are partially dependent on others,
thereby dictating the schedule for the activities.
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F. STORM WATER PROGRAM COSTS
F.1 ESTIMATION OF COST
There is much speculation on the actual program elements and costs for a particular
storm water program developed under NPDES Phase II regulations. There is question
about the vagueness in the regulatory language, and the high degree of potential
flexibility inherent in briefly described program elements. For example, for the first of
the minimum control measures the regulatory language states:
Public education and outreach on storm water impacts. You must implement a
public education program to distribute educational materials to the community or
conduct equivalent outreach activities about the impacts of storm water discharges
on water bodies and the steps that can be taken to reduce storm water pollution.
(You may use storm water educational materials provided by your State, Tribe,
EPA, environmental, public interest or trade organizations, or other MS4s. The
public education program should inform individuals and households about the steps
they can take to reduce storm water pollution, such as ensuring proper septic
system maintenance, ensuring the proper use and disposal of landscape and
garden chemicals ….)
The “regulatory” wording in parenthesis is not mandatory but suggestive, and there is
wide room for interpretation of the intensity and detail necessary to accomplish this
minimum control measure. There will always be great variability in what two different
programs intend to do to accomplish the same general goals.
There have been several attempts at estimating NPDES Phase II program costs based
on current costs of “similar” programs. EPA has provided estimates of the probable
cost implications of the NPDES Phase II Permit based on summary information from the
permit applications from 21 Phase I cities. No information has been compiled about the
cost of implementing Phase II requirements at military installations. The results of
EPA’s city cost study ranged from $1.39 to $7.83 per person per year for the first permit
five-year period, and $1.28 to $5.63 for other permit cycles. For a city of 103,455
(based upon the 2000 census), that is a wide range of $143,800 to about $810,050
annually for the first permit cycle. These costs only consider NPDES compliance and
not general storm water needs beyond NPDES.
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The estimated costs for development and implementation of a comprehensive storm
water program were based on the action items shown in Table 2 of Section 7. The
following assumptions were made when developing the estimates:
• Equipment and other overhead costs were not included in the estimates in Table F1
through F5. An in-depth financial analysis is needed to address those costs.
• Brynn Ashton will be the Storm W ater Engineer and primary developer.
• Unit costs for labor categories are fully burdened rates that include salary and
overhead costs. This is an estimate based on primarily private sector rates.
• No outside services were used for the day-to-day running of the program (i.e.,
implementation activities).
• Post-construction BMP costs were not included for the design and construction of
structural BMPs. The cost of the program will depend upon the type(s) and number
of BMPs installed and the potential of retrofitting existing BMPs.
• Costs for the illicit discharge program are primarily for equipment such as a camera
unit, test kits, etc.
• Costs for the ongoing street sweeping program include only the labor costs for
reporting and record keeping. These costs do not include the equipment and labor
costs required to perform street sweeping.
An estimate of new storm water program costs is provided in Tables F1 through F5,
meaning that new time for existing staff is included, and capital and maintenance costs
are not. Costs of the program include implementation and development costs. It should
be noted that the costs shown are rough and approximate. MCBCL may opt to do more
or less for some action items; therefore, the costs should be considered a general
estimate for budgeting purposes.
The following tables illustrate cost for the each fiscal year of the five-year permit, Years
1-5. These costs are preliminary and will need adjusting as the program evolves over
time.
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F.2 PROGRAM DEVELOPMENT COSTS
New development costs include making initial contact with the public, modifying
standard contract and document language, and developing programmatic methods, etc.
Development of recommended BMPs for the six minimum control measures have been
staggered over the first permit period to avoid a large cost at the start of the storm water
management program. The estimated annual costs for development and
implementation of MCBCL’s comprehensive storm water management program over the
five-year period are presented in Tables F1 through F5.
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G. REFERENCES
Storm Water Best Management Practices, April 1999, North Carolina Department of
Environment and Natural Resources, Water Quality Division.
White Oak River Basinwide Water Quality Plan, 2001 Draft, North Carolina Department
of Environment and Natural Resources, W ater Quality Division.
Draft 303(d) list for streams in North Carolina as submitted to EPA, April 3, 2001, North
Carolina Department of Environment and Natural Resources, Water Quality Division.
North Carolina Erosion and Sediment Control Planning and Design Manual, North
Carolina Sedimentation Control Commission.
NPDES Storm Water Phase II Final Rule, Small MS4 Storm Water Program Overview,
January 2000, EPA document 833-F-00-002.
Construction Quality Management Program, Department of the Navy, Naval Facilities
Engineering Command, January 2000, NAVPAC P-445.
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H. ACRONYMS
AEC Area of Environmental Concern
APW A American Public Works Association
AST Aboveground Storage Tank
BPJ Best Professional Judgment
BLDG Building
BMP Best Management Practice
BOS Base Operating Service
CAMA Coastal Area Management Act
CAP Central Accumulation Point
CERCLA Comprehensive Environmental Response, Compensation, and
Liability Act of 1980, as amended
CETEP Comprehensive Environmental Training and Education Program
CFR Code of Federal Regulations
CQM Construction Quality Management
CRC Coastal Resources Commission
CVP Conservation Volunteer Program
CW A Clean Water Act
CZMA Coastal Zone Management Act
DRMO Defense Reutilization and Marketing Office
DW Q Division of Water Quality
ECD Environmental Compliance Department
EM Environmental Manager
EMC Environmental Management Commission
EMD Environmental Management Division
EMO Environmental Management Office
EMS Environmental Management System
EPA Environmental Protection Agency
EPCRA Emergency Planning and Community Right-to-Know Act
ESC Erosion and Sediment Control
EQB Environmental Quality Branch
FWPCA Federal Water Pollution Control Act
GIS Geographical Information System
HAZMAT Hazardous Materials
HQW High Quality Waters
HW Hazardous Waste
HWMP Hazardous Waste Management Plan
IDDE Illicit Discharge Detection and Elimination
I&E Installations & Environment
I&O Installations & Operations
ICRMP Integrated Cultural Resources Management Plan
INRMP Integrated Natural Resources Management Plan
IPMP Integrated Pest Management Plan
LAN Local Area Network
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LANTDIV Atlantic Division, Naval Facilities Engineering Command
MCAS Marine Corps Air Station
MCBCL Marine Corps Base Camp Lejeune
MCCS Marine Corps Community Services
MCX Marine Corps Exchange
MEP Maximum Extent Practicable
MOGAS Motor Vehicle Gasoline
MS4 Municipal Separate Storm Sewer System
MSDS Material Safety Data Sheet
MSL Mean Sea Level
MWR Morale, Welfare, and Recreation
NAVFAC Naval Facilities Engineering Command
NCAC North Carolina Administrative Code
NCDENR North Carolina Department of Environment and Natural Resources
NCGS North Carolina General Statutes
NCSEC North Carolina Sedimentation Control Commission
NEPA National Environmental Policy Act
NESHAPS National Emission Standards for Hazardous Pollutants
NOI Notice of Intent
NOT Notice of Termination
NPDES National Pollutant Discharge Elimination System
NRCS National Resource Conservation Service
NSW Nutrient Sensitive Water
ORW Outstanding Resource Waters
OSHA Occupational Safety and Health Administration
OWS Oil/ Water Separator
P2 Pollution Potential
PAO Public Affairs Office
POL Petroleum-based fuels, Oil or Lubricants
PPMP Pesticide Program Management Plan
PPP Pollution Prevention Plan
PSD Prevention of Significant Deterioration
QA Quality Assurance
QC Quality Control
RCRA Resource Conservation and Recovery Act
ROICC Resident Officer in Charge of Construction
SAP Satellite Accumulation Point
SARA Superfund Amendments and Reauthorization Act
SDWA Safe Drinking Water Act
SHWAP Satellite Hazardous Waste Accumulation Point
SIC Standard Industrial Classification
SOP Standard Operating Procedure
SPCA Sedimentation Pollution Control Act
SWAP Storm Water Action Plan
SWMP Storm Water Management Plan
SWPPP Storm Water Pollution Prevention Plan
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SWPPT Storm W ater Pollution Prevention Team
TMDL Total Maximum Daily Load
UA Urbanized Area
UIC Underground Injection Control
UST Underground Storage Tank
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I. DEFINITIONS
Allowable Discharge is a non-storm water discharge identified by the regulated small MS4
as not to be a significant contributor of pollutants, such as water line flushing, foundation
drains, irrigation water, and discharges from potable water sources.
Backfill is earth used to fill a trench or an excavation.
Baffles are fin-like devices installed vertically on the inside walls of liquid transport vehicles
that are used to reduce the movement of the waste inside the tank.
Berm is an earthen mound used to direct the flow of runoff around or through a structure.
Best Management Practices (BMPs) means a practice or a combination or series of
practices and measures designed to prevent or minimize the amount of pollution
generated from sources such as access roads and haul roads, spoil storage and stockpile
areas, site preparation, installation of culverts, steam crossings and bridges, and other
related activities. BMPs may be either non-structural or structural. Non-structural BMPs
are intended to reduce the generation and accumulation of pollutants through planning,
management, and education. Structural BMPs are used to delay, capture, store, treat, or
infiltrate storm water runoff.
Biodegradable is the ability to breakdown or decompose under natural conditions and
processes.
Boom (1) is a floating device used to contain oil on a body of water. (2) A piece of
equipment used to apply pesticides from ground equipment such as a tractor or truck.
Buffer Strip or Zone is a strip of grass or other erosion-resistant vegetation between a
waterway and an area of more intensive land use.
Bypass means the intentional diversion of wastes from any portion of a treatment facility.
By-product is material, other than the principal product, that is generated as a
consequence of an industrial process.
Calibration is a check of the precision and accuracy of measuring equipment.
Chock is a block or wedge used to keep rolling vehicles in place.
Clay Lens is a naturally occurring, localized area of clay that acts as an impermeable layer
to runoff infiltration.
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Clean Water Act or Act means the Federal Clean Water Act (formerly referred to as the
Federal Water Pollution Control Act or Federal Water Pollution Control Act Amendments of
1972), as amended.
Concrete Aprons are pads of non-erosive material designed to prevent scour holes
developing at the outlet ends of culverts, outlet pipes, grade stabilization structures, and
other water control devices.
Conduit is any channel or pipe for transporting the flow of water.
Conveyance is any natural or manmade channel or pipe in which concentrated water
flows.
Corrosion is the dissolving and wearing away of metal caused by a chemical reaction such
as between water and the pipes that the water contacts, chemicals touching a metal
surface, or contact between two metals.
Culvert is a covered channel or a large-diameter pipe that directs water flow below the
ground level.
Denuded is land stripped of vegetation such as grass, or land that has had vegetation
worn down due to impacts from the elements or humans.
Dike is an embankment to confine or control water, often built along the banks of a river to
prevent overflow of lowlands; a levee.
Discharge is a release or flow of storm water or other substance from a conveyance or
storage container.
Drip Guard is a device used to prevent drips of fuel or corrosive or reactive chemicals from
contacting other materials or areas.
Dry Weather Screening examines water in the storm sewer system during dry weather,
when flows should either be absent or consist only of natural flow.
Emission is pollution discharged into the atmosphere from smokestacks, other vents, and
surface areas of commercial or industrial facilities and from motor vehicle, locomotive, or
aircraft exhausts.
Erosion is the wearing away of land surface by wind or water. Erosion occurs naturally
from weather or runoff but can be intensified by land-clearing practices related to farming,
residential or industrial development, road building, or timber-cutting.
Excavation is the process of removing earth, stone, or other materials.
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Fertilizer is materials such as nitrogen and phosphorus that provide nutrients for plants.
Commercially sold fertilizers may contain other chemicals or may be in the form of
processed sewage sludge.
Filter Fabric is textile of relatively small mesh or pore size that is used to (a) allow water to
pass through while keeping sediment out(permeable), or (b) prevent both runoff and
sediment from passing through (impermeable).
Filter Strip is usually long, relatively narrow area of undisturbed or planted vegetation used
to retard or collect sediment for the protection of watercourses reservoirs, or adjacent
properties.
Flange is a rim extending from the end of a pipe; can be used as a connection to another
pipe.
Flow Channel Liner is a covering or coating used on the inside surface of a flow channel to
prevent the infiltration of water to the ground.
Flowmeter is a gauge that shows the speed of water moving through a conveyance.
General Permit is a permit issued under the NPDES program to cover a certain class or
category of storm water discharges. These permits allow for a reduction in the
administrative burden associated with permitting storm water discharges.
Grab Sample means an individual sample of at least 100 milliliters collected at a randomly-
selected time over a period not exceeding 15 minutes.
Grading is the cutting and/or filling of the land surface to a desired sloe or elevation.
Hazardous Substances (1) are any materials that pose a threat to human health and/or the
environment. Hazardous substances can be toxic, corrosive, ignitable, explosive or
chemically reactive. (2) Any substance named required by EPA to be reported if a
designated quantity of the substance is spilled in the Waters of the United States or if
otherwise emitted into the environment.
Hazardous Waste is by-products of human activities that can pose a substantial or
potential hazard to human health or the environment when improperly managed.
Possesses at least one of four characteristics (ignitability, corrosivity, reactivity, or toxicity),
or appears on special EPA lists.
Holding Pond is a pond or reservoir, usually made of earth, built to store polluted runoff for
a limited time.
Illicit Connection is any discharge to a municipal separate storm sewer that is not
composed entirely of storm water except discharges authorized by an NPDES permit
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(other than the NPDES permit for discharges from the municipal separate storms sewer)
and discharges resulting from fire fighting activities.
Individual permits are permits issued to a specific facility in response to an individual
permit application.
Infiltration (1) The penetration of water through the ground surface into sub-surface soil or
the penetration of water from the soil into sewer or other pipes through defective joints,
connections, or manhole walls. (2) A land application technique where large volumes of
wastewater are applied to land, allowed to penetrate the surface and percolate through the
underlying soil.
Inlet is an entrance into a ditch, storm sewer, or other waterway.
Intermediates are chemical compounds formed during the making of a product.
Irrigation is human application of water to agricultural or recreational land for watering
purposes.
Landfills (1) Sanitary landfills are land disposal sites for non-hazardous solid wastes at
which the waste is spread in layers, compacted to the smallest practical volume, and cover
material applied at the end of each operating day. (2) Secure chemical landfills are
disposal sites for hazardous waste. They are selected and designed to minimize the
chance of release hazardous substances into the environment.
Leaching is the process by which soluble constituents are dissolved in a solvent such as
water and carried down through the soil.
Level Spreader is a device used to spread out storm water runoff uniformly over the
ground surface as sheetflow (i.e., not through channels). The purpose of level spreaders
are to prevent concentrated, erosive flows from occurring and to enhance infiltration.
Liming is treating soil with lime to neutralize acidity levels.
Liner (1) a relatively impermeable barrier designed to prevent leachate from leaking from a
landfill. Liner materials include plastic and dense clay. (2) An insert or sleeve for sewer
pipes to prevent leakage or infiltration.
Liquid Level Detector is a device that provides continuous measures of liquid levels in
liquid storage areas or containers to prevent overflows.
Mandatory components of the NPDES Phase II Final rule must be implemented.
Material Storage Areas are on-site locations where raw materials, products, final products,
by-products, or waste materials are stored.
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Measurable Goals are BMP design objectives or goals that quantify the progress of a
MS4 storm water management program implementation and the performance of a
minimum control measure BMP. Measurable goals are objective markers or milestones
that the MS4 (and the permitting authority) will use to track the progress and
effectiveness of the minimum control measure BMPs in reducing pollutants to the
maximum extent practical.
Mine shall mean an area of land, surface or underground, actively mined for the
production of crushed and broken stone from natural deposits. Such area shall also
include any adjacent land, the uses of which is incidental to any such activities; all lands
affected by the construction of new roads or the improvement or use of existing roads,
except maintained public roads, to gain access to the site of such activities and for
haulage, excavations, workings, impoundments, dams, dumps, stockpiles, overburden
piles, holes or depressions, repair areas, storage areas, and other areas upon which are
sited structures, or other property or materials on the surface, resulting from or incident to
such activities.
Minimum Control Measures are the six MS4 storm water management program elements
that when implemented in concert, are expected to result in significant reduction of
pollutants discharged to receiving waterbodies. The six minimum control measures are:
(1) Public Education and Outreach: distributing educational materials and
performing outreach to inform the public about the impacts polluted storm
water runoff discharges can have on water quality.
(2) Public Participation / Involvement: providing opportunities for the public to
participate in program development and implementation, including effectively
publicizing public hearings and/or encouraging public representatives on a
storm water management panel.
(3) Illicit Discharge Detection and Elimination: developing and implementing a plan
to detect and eliminate illicit discharges to the storm sewer system (includes
developing a system map and informing the public about hazards associated
with illegal discharges and improper disposal of waste).
(4) Construction Site Runoff Control: developing, implementing, and enforcing an
erosion and sediment control program for construction activities that disturb 1 or
more acres of land (controls could include silt fences and temporary storm
water detention ponds).
(5) Post-Construction Runoff Control: developing, implementing, and enforcing a
program to address discharges of pos-construction storm water runoff from new
development and redevelopment areas. Applicable controls could include
preventive actions such as protecting sensitive areas (e.g., wetlands) or the use
of structural BMPs such as grassed swales or porous pavement.
(6) Pollution Prevention / Good Housekeeping: developing and implementing a
program with the goal of preventing or reducing pollutant runoff from municipal
operations. The program must include staff training on pollution prevention
measures and techniques (e.g., regular street sweeping, reduction in the use of
pesticides or street salt, or frequent catch-basin cleaning).
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Monthly Average Concentration is a limitation on the discharge concentration in milligrams
per liter, as the arithmetic mean of all daily concentrations determined in a one-month
period.
Mulch is a natural or artificial layer of plant residue or other materials covering the land
surface which conserves moisture, holds soil in place, aids in establishing plant cover, and
minimizes temperature fluctuations.
National Pollutant Discharge Elimination System (NPDES) means the Federal
Environmental Protection Agency's (EPA) national program for issuing, modifying,
revoking and reissuing, terminating, monitoring, and enforcing water quality permits. The
term includes an "approved state program."
Non-contact Cooling Water is water used to cool machinery or other materials without
directly contacting process chemicals or materials.
Notice of Intent is an application to notify the permitting authority of a facility's intention to
be covered by a general permit; exempts a facility from having to submit an individual or
group application.
NPDES is EPA's program to control the discharge of pollutants to Waters of the United
States.
NPDES Permit An authorization, license, or equivalent control document issued by EPA or
an approved State agency to implement the requirements of the NPDES program.
Oil and Grease Traps are devices which collect oil and grease, removing them from water
flows.
Oil Sheen is a thin, glistening layer of oil on water.
Oil/Water Separator is a device installed, usually at the entrance to a drain, which removes
oil and grease from water flows entering the drain.
Organic Pollutants are substances containing carbon which may cause pollution problems
in receiving streams.
Organic Solvents are liquid organic compounds capable of dissolving solids, gases, or
liquids.
Outfall is the point, location, or structure where wastewater or drainage discharges from a
sewer pipe, ditch, or other conveyance to a receiving body of water.
Permeability is the quality of a soil that enables water or air to move through it. Usually
expressed in inches/hour or inches/day.
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Permit is an authorization, license, or equivalent control document issued by EPA or an
approved State agency to implement the requirements of an environmental regulation;
e.g., a permit to operate a wastewater treatment plant or to operate a facility that may
generate harmful emissions.
Permit Issuing Authority (or Permitting Authority) is the State agency or EPA Regional
office which issues environmental permits to regulated facilities.
Phase I Permit is a storm water permit (issued under the NPDES program) intended to
initially cover the majority of storm water discharges associated with industrial activities.
For example, EPA is planning to issue two baseline general permits: NPDES General
Permits for Storm Water Discharges From Construction Activities that are classified as
"Associated with Industrial Activity" and NPDES General Permits for Storm Water
Discharges from Industrial Activities that are classified as "Associated with Industrial
Activities." EPA is also encouraging delegated States which have an approved general
program to issue baseline general permits.
Phase II Permit is a storm water permit (issued under the NPDES program) requiring
coverage for storm water discharges from (1) Certain regulated small municipal
separate storm sewer systems (MS4s) and (2) Construction activity disturbing between
1 and 5 acres of land (i.e., small construction activities).
Plunge Pool is a basin used to slow flowing water, usually constructed to a design depth
and shape. The pool may be protected from erosion by various lining materials.
Point Source is any discernible, confined, and discrete conveyance, including but not
limited to any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling
stock, concentrated animal feeding operation, or vessel or other floating craft, from which
pollutants are or may be discharged.
Pollutant is any dredged spoil, solid waste, incinerator residue, filter backwash, sewage,
garbage, sewage sludge, munitions, chemical wastes, biological materials, radioactive
materials (except those regulated under the Atomic Energy Act of 1954, as amended (42
(U.S.C. 2011 et seg.)), heat, wrecked or discharged equipment, rock, sand, cellar dirt, and
industrial, municipal, and agricultural waste discharged into water. It does not mean: (i)
Sewage from vessels; or (ii) Water, gas, or other material which is injected into a well to
facilitate production of oil or gas, or water derived in association with oil and gas
production and disposed of in a well, if the well used either to facilitate production or for
disposal purposes is approved by the authority of the State in which the well is located,
and if the State determines that the injection or disposal will not result in the degradation of
ground or surface water resources.
Radioactive materials covered by the Atomic Energy Act are those encompassed in
its definition of source, byproduct, or special nuclear materials. Examples of
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materials covered include radium and accelerator-produced isotopes. See Train v.
Colorado Public Interest Research Group, Inc., 426 U.S. 1 (1976).
Porous Pavement is a human-made surface that will allow water to penetrate through and
percolate into soil (as imperious asphalt pavement or concrete). Porous asphalt pavement
is comprised of irregular shaped crush rock pre-coated with asphalt binder. Water seeps
through into lower layers of gravel for temporary storage, then filters naturally into the soil.
Precipitation is any form of rain or snow.
Preventative Maintenance Program is a schedule of inspections and testing at regular
intervals intended to prevent equipment failures and deterioration.
Public is the resident and employee population within the fence line of the military
facility.
Quarry is an open pit, mine, or excavation where stone, sand, gravel, or mineral is
obtained from open faces, with or without a waste rock overburden.
Recycle is the process of minimizing the generation of waste by recovering usable
products that might otherwise become waste. Examples are the recycling of aluminum
cans, wastepaper, and bottles.
Redevelopment refers to alterations of a property that changes the “footprint” of a site or
building in such a way that results in the disturbance of equal to or greater than one acre
of land. The term is not intended to include such activities as exterior remodeling, which
would not be expected to cause adverse storm water quality impacts and offer no new
opportunity for storm water controls.
Regulated small MS4s are all small MS4s located in "urbanized areas" (UAs) as defined
by the Bureau of the Census, and those small MS4s located outside of a UA that are
designated by NPDES permitting authorities.
Reportable Quantity (RQ) is the quantity of a hazardous substance or oil that triggers
reporting requirements under CERCLA or the Clean Water Act. If a substance is released
in amounts exceeding its RQ, the release must be reported to the National Response
Center, the State Emergency Response Commission, and community emergency
coordinators for areas likely to be affected.
Residual is an amount of pollutant remaining in the environment after a natural or
technological process has taken place, e.g., the sludge remaining after initial wastewater
treatment, or particulates remaining in air after the air passes through a scrubbing or other
pollutant removal process.
Retention is the holding of runoff in a basin without release except by means of
evaporation, infiltration, or emergency bypass.
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Retrofit is the modification of storm water management systems in developed areas
through the construction of wet ponds, infiltration systems, wetland plantings, stream bank
stabilization, and other BMP techniques for improving water quality. A retrofit can consist
of the construction of a new BMP in the developed area, the enhancement of an older
storm water management structure, or a combination of improvement and new
construction.
Rill Erosion is the formation of numerous, closely spread streamlets due to uneven
removal of surface soils by storm water or other water.
Riparian Habitat area areas adjacent to rivers and streams that have a high density,
diversity, and productivity of land and animal species relative to nearby uplands.
Run On is storm water surface flow or other surface flow which enters property other than
that where it originated.
Runoff is that part of precipitation, snow met, or irrigation water that runs off the land into
streams or other surface water. It can carry pollutants from the air and land into the
receiving waters.
Sanitary Sewer is a system of underground pipes that carries sanitary waste or process
wastewater to a treatment plant.
Sanitary Waste is domestic sewage.
Scour is the clearing and digging action of flowing water, especially the downward erosion
caused by stream water in sweeping away mud and silt from the stream bed and outside
bank of a curved channel.
Sealed Gates is a device used to control the flow of liquid materials through a valve.
Secondary Containment are structures, usually dikes or berms, surrounding tanks or other
storage containers and designed to catch spilled material from the storage containers.
Sediment Control Structure means the quarry and any constructed, existing, or natural
depression approved as part of the mine plan for treating mine wastewater prior to the
water entering the receiving stream.
Sediment Trap is a device for removing sediment from water flows; usually installed at
outfall points.
Sedimentation is the process of depositing soil particles, clays, sands, or other sediments
that were picked up by flowing water.
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Sediments are soil, sand, and minerals washed from land into water, usually after rain.
They pile up in reservoirs, rivers, and harbors, destroying fish-nesting areas and holes of
water animals and cloud the water so that needed sunlight might not reach aquatic plants.
Careless farming, mining, and building activities will expose sediment materials, allowing
them to be washed off the land after rainfalls.
Sheet Erosion is the erosion of thin layers of surface materials by continuous sheets of
running water.
Sheetflow is runoff which flows over the ground surface as a thin, even layer, not
concentrated in a channel.
Significant materials, as defined at 122.26(b)(12) include, but are not limited to:
Raw materials; fuels; materials such as solvents, detergents and plastic pellets;
finished materials such as metallic products; raw materials used in food processing
or production; hazardous substances designated under section 101(14) of the
Comprehensive Environmental Response, Compensation, and Liability Act
(CERCLA); any chemical the facility is required to report pursuant to section 313 of
Title III of the Superfund Amendments and Reauthorization Act (SARA); fertilizers;
pesticides; and waste products such as ashes, slag, and sludge that have a
potential to be released with storm water discharges.
Slag is non-metal containing waste leftover from the smelting and refining of metals.
Slide Gates is a device used to control the flow of water through storm water
conveyances.
Sloughing is the movement of un-stabilized soil layers down a slope due to excess water
in the soils.
Sludge is a semi-solid residue from any of a number of air or water treatment processes.
Sludge can be a hazardous waste.
Small MS4 are any MS4 that is not a medium or large MS4 covered by Phase I of the
NPDES Storm W ater Program.
Soil is the unconsolidated mineral and organic material on the immediate surface of the
earth that serves as a natural medium for the growth of plants.
Solids Dewatering is a process for removing excess water from solids to lessen the overall
weight of the wastes.
Source Control is a practice or structural measure to prevent pollutants from entering
storm water runoff or other environmental media.
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Spent Solvent is a liquid solution that has been used and is no longer capable of dissolving
solids, gases, or liquids.
Spill Guard is a device used to prevent spills of liquid materials from storage containers.
Spill Prevention Control and Countermeasures Plan (SPCC) is a plan consisting of
structures, such as curbing, and action plans to prevent and respond to spills of oil as
defined in the Clean Water Act.
Stopcock Valve is a small valve for stopping or controlling the flow of water or other liquid
through a pipe.
Storm Drain is a slotted opening leading to an underground pipe or an open ditch for
carrying surface runoff.
Storm Water is runoff from a storm event, snow melt runoff, and surface runoff and
drainage.
Storm Water Pollution Prevention Plan (SWPPP) is the plan developed, documented, and
maintained by the permittee or responsible operator to minimize potential pollution and
erosion from storm water discharges associated with industrial activity.
Storm water discharges associated with industrial activity means the discharge from any
conveyance which is used for collecting and conveying storm water and which is directly
related to manufacturing, processing or raw materials storage areas at industrial plant.
Subsoil is the bed or stratum of earth lying below the surface soil.
Suggested components of the NPDES Phase II Final Rule form a menu that provides
regulated communities a sense of EPA’s intent for each minimum control, and provides
specific suggestions in each general category of BMP. Regulated communities can
choose to include some, all, or none of EPA’s suggestions.
Sump is a pit or tank that catches liquid runoff for drainage or disposal.
Surface Impoundment is treatment, storage, or disposal of liquid wastes in ponds.
Surface Water is all water naturally open to the atmosphere (rivers, lakes, reservoirs,
streams, wetlands impoundments, seas, estuaries, etc.); also refers to springs, wells, or
other collectors which are directly influenced by surface water.
Swale is an elongated depression in the land surface that is at least seasonally wet, is
usually heavily vegetated, and is normally without flowing water. Swales direct storm
water flows into primary drainage channels and allow some of the storm water to infiltrate
into the ground surface.
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Tarp is a sheet of waterproof canvas or other material used to cover and protect materials,
equipment, or vehicles.
A TMDL is a quantitative assessment of a water quality problem. It specifies the amount
of a particular pollutant that may be present in a waterbody, allocates allowable
pollutant loads among sources, and provides the basis for attaining or maintaining water
quality standards. TMDLs are established for waterbody and pollutant combinations for
waterbodies impaired by point sources, non-point sources, or a combination of both
point and non-point sources.
Topography is the physical feature of a surface area including relative elevations and the
position of natural and human-made features.
Toxic Pollutants are any pollutants listed as toxic under Section 501 (a)(1) or, in the case
of "sludge use or disposal practices," any pollutant identified in regulations implementing
Section 405(d) of the CWA. Please refer to 40 CFR Part 122 Appendix D.
Treatment is the act of applying a procedure or chemicals to a substance to remove
undesirable pollutants.
Tributary is a river or stream that flows into a larger river or stream.
Underground Storage Tanks (USTs) are storage tanks with at least 10 percent or more of
its storage capacity underground (the complete regulatory definition is at 40 CFR Part
280.12).
Waste is unwanted materials left over from a manufacturing or other process.
Water Table is the depth or level below which the ground is saturated with water.
Waters of the United States
(a) All waters, which are currently used, were used in the past, or may be
susceptible to use in interstate or foreign commerce, including all waters which are
subject to the ebb and flow of the tide;
(b) All interstate waters, including interstate "wetlands";
(c) All other waters such as intrastate lakes, rivers, streams (including intermittent
streams), mudflats, sandflats, "wetlands," sloughs, prairie potholes, wet meadows,
play lakes, or natural ponds, the use, degradation, or destruction of which would
affect or could affect interstate or foreign commerce including any such waters:
(1) Which are or could be used by interstate or foreign travelers for
recreational or other purposes;
(2) From which fish or shellfish are or could be taken and sold in interstate or
foreign commerce; or
(3) Which are used or could be used for industrial purposes by industries in
interstate commerce;
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(d) All impoundments of waters otherwise defined as Waters of the United States
under this definition;
(e) Tributaries of waters identified in paragraphs (a) through (d) of this definition;
(f) The territorial sea; and
(g) "Wetlands" adjacent to waters (other than waters that are themselves wetlands)
identified in paragraphs (a) through (f) of this definition.
Waste treatment systems, including treatment ponds or lagoons designed to meet
the requirements of CWA (other than cooling ponds as defined in 40 CFR 423.11
(m) which also meet the criteria of this definition) are not Waters of the United
States. This exclusion applies only to manmade bodies of water which neither
were originally created in Waters of the United States (such as disposal area in
wetlands) nor resulted from the impoundment of Waters of the United States.
Waterway is a channel for the passage or flow of water.
Wet Well is a chamber used to collect water or other fluid and to which a pump is attached.
Wetlands is an area that is regularly saturated by surface or ground water and
subsequently is characterized by a prevalence of vegetation that is adapted for life in
saturated soil conditions. Examples include: swamps, bogs, fens, marshes, and
estuaries.
NPDES PHASE II
STORM WATER MANAGEMENT REPORT
(PERMIT SUBMITTAL)
for
MCB Camp Lejeune
and
MCAS New River
Camp Lejeune, North Carolina
Atlantic Division
Naval Facilities Engineering Command
Norfolk, Virginia
Contract No. N62470-00-D-3301
Delivery Order No. 0020
March 2003
Prepared By:
AMEC EARTH & ENVIRONMENTAL, INC.
1 Centerview Drive, Suite 305
Greensboro, NC 27407
336-855-8993
MCB Camp Lejeune and MCAS New River
Storm Water Management Plan
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i
Table of Contents
Narrative Application Supplement: Storm W ater Management Program Report
1.STORM SEWER SYSTEM INFORMATION .............................................................................1
1.1 POPULATION SERVED .............................................................................................1
1.2 GROWTH RATE .......................................................................................................1
1.3 JURISDICTIONAL AND MS4 SERVICES AREAS .............................................................1
1.4 MS4 CONVEYANCE SYSTEM.....................................................................................1
1.5 LAND USE COMPOSITION ESTIMATES ........................................................................2
1.6 ESTIMATE METHODOLOGY .......................................................................................2
1.7 TMDL IDENTIFICATION .............................................................................................2
2.RECEIVING STREAMS ......................................................................................................7
3.EXISTING WATER QUALITY PROGRAMS .............................................................................13
3.1 LOCAL PROGRAMS ...............................................................................................13
3.1.1 National Environmental Policy Act ...............................................................13
3.1.2 Resident Officer in Charge of Construction..................................................13
3.1.2 New River Foundation .................................................................................14
3.2 STATE PROGRAMS ................................................................................................14
3.2.1 White Oak River W ater Quality Basin Plan ..................................................14
3.2.2 Coastal Area Management Act ....................................................................15
3.2.3 State Storm W ater Management Program ...................................................16
3.2.4 Requirements for High Quality W aters ........................................................17
3.2.5 Sediment and Erosion Control Program ......................................................17
4.MCBCL PERMITTING INFORMATION ..................................................................................19
4.1 RESPONSIBLE PARTY CONTACT LIST.......................................................................19
4.2 ORGANIZATIONAL CHART.......................................................................................20
4.3 SIGNING OFFICIAL/ DULY AUTHORIZED REPRESENTATIVE..........................................23
5.CO-PERMITTING INFORMATION ........................................................................................24
6.RELIANCE ON OTHER GOVERNMENT ENTITY .....................................................................24
7.STORM W ATER MANAGEMENT PROGRAM .........................................................................25
7.1 PUBLIC EDUCATION AND OUTREACH ON STORM WATER IMPACTS...............................25
7.2 PUBLIC INVOLVEMENT ...........................................................................................32
7.3 ILLICIT DISCHARGE DETECTION AND ELIMINATION ....................................................35
7.4 CONSTRUCTION SITE STORM W ATER RUNOFF CONTROL ...........................................41
7.5 POST-CONSTRUCTION STORM W ATER MANAGEMENT IN NEW DEVELOPMENT AND
REDEVELOPMENT .................................................................................................44
7.6 GOOD HOUSEKEEPING IN MUNICIPAL OPERATIONS ...................................................47
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List of Figures
FIGURE 1. SITE LOCATION MAP .....................................................................................5
FIGURE 2. AREAS WITHIN MCB CAMP LEJEUNE AND MCAS NEW RIVER ...............................6
List of Tables
TABLE 1. SUMMARY OF RECEIVING STREAMS AND USE SUPPORT RATINGS ................. 8
TABLE 2. STORM W ATER BMPS (EXISTING AND PROPOSED)......................................52
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1. STORM SEWER SYSTEM INFORMATION
The Marine Corps Base (MCB) Camp Lejeune, Marine Corps Air Station (MCAS) New
River, Camp Geiger Infantry Training School, hereafter referred to collectively as
“MCBCL” or “the Base”, is located in Jacksonville, Onslow County, North Carolina, and
located on 153,439 acres or approximately 240 square miles. The primary function of
MCBCL is national defense, providing a home Base for the II Marine Expeditionary
Force (MEF), Command Element, II MEF Auxiliary Command Element, 2d Marine
Division, 2d Force Service Support Group, Marine Forces Atlantic, Naval Hospital,
Naval Dental Clinic, and MCAS New River. Figures 1 and 2 show the location of the
MCBCL facility and major drainage features.
1.1 POPULATION SERVED
The Base has a population of 70,000, which is a combination of Marines, civilians, and
residents. The Family Housing Office maintains 4,640 units on MCB Camp Lejeune
and neighboring MCAS New River. There are numerous bachelor officer quarters and
bachelor enlisted quarters located around the Camp Lejeune/ New River complex:
including Paradise Point, Camp Geiger, MCAS New River, Courthouse Bay and Camp
Johnson.
1.2 GROWTH RATE
The growth rate is approximately five percent.
1.3 JURISDICTIONAL AND MS4 SERVICES AREAS
The jurisdictional area of the Base is approximately 240 square miles. The municipal
separate storm sewer systems (MS4s) service area is approximately 25.1 square miles.
1.4 MS4 CONVEYANCE SYSTEM
Storm water on MCBCL is conveyed by overland flow and sheetflow to on-site ditches
and piping networks. There are few curb and gutter conveyance features on the Base.
Storm water from many of the developed areas is routed to wet detention ponds prior to
discharging into the receiving streams. Public W orks provides regular inspection to
ensure trash and material removal of the drainage ditches and swales. Mowing of the
dry swales and around storm water detention ponds is performed every six weeks by
contractors. The drainage system has been mapped and outfalls have been identified
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the outfalls from regulated industrial and non-industrial basins in the urbanized areas of
the Base.
1.5 LAND USE COMPOSITION ESTIMATES
Land use categories include shoreline, woodlands, residential areas, industrial areas,
administrative buildings, recreational facilities, memorial sites, and training areas. New
construction projects primarily focus on renovation of existing buildings. Many of the
industrial activities on the Base are regulated under the National Pollutant Discharge
Elimination System (NPDES) Phase I storm water regulations. The estimated
percentage of jurisdictional area containing the following four land use activities are
shown below.
Residential 1.2%
Commercial 1%
Industrial 3.5%
Open Space 94.3%
Total = 100%
1.6 ESTIMATE METHODOLOGY
The land use estimates are based on existing MCBCL Geographical Information System
(GIS) data.
1.7 TMDL IDENTIFICATION
Section 303(d) of the Clean W ater Act (CWA) requires states to identify and establish a
priority ranking for waters for which existing pollution controls are not stringent enough
to attain and maintain State water quality standards, and to establish Total Maximum
Daily Loads (TMDLs) for those waters. This list of waters and TMDLs must be
submitted periodically to the Environmental Protection Agency (EPA).
A TMDL is defined in existing regulations as a quantitative assessment of a water
quality problem. The TMDL specifies the amount of a particular pollutant that may be
present in a waterbody, allocates allowable pollutant loads among sources, and
provides the basis for attaining or maintaining water quality standards. TMDLs are
established for waterbody and pollutant combinations for waterbodies impaired by point
sources, non-point sources, or a combination of both point and non-point sources. In
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short, TMDLs are used to assure that water quality standards are attained and
maintained.
Per the North Carolina W ater Quality Assessment and Impaired W aters List (2002
Integrated 305(b) and 303(d) Report), Public Review Draft, June 2002) of the receiving
streams identified, the following waters require development of a TMDL:
• Northeast Creek (stream segments 19-16-(0.5)),
• Brinson Creek,
• New River (stream segments 19-(27)b and 19-(27)c),
• Stones Creek, and
• Courthouse Bay (stream segment 19-36b).
The following streams are waters for which regulatory controls other than TMDLs are
expected to result in meeting standards by the next listing:
• New River (stream segments 19-(11) and 19-(15.5)),
• Wilson Bay,
• Northeast Creek (stream segments 19-16-(3.5) and 19-16-(4.5)),
• Southwest Creek (stream segment 19-17-(6.5), and
• Courthouse Bay (stream segment 19-35b).
The causes of impairment vary from chlorophyll-a, mercury, and fecal coliform. See
Table 1 in Section 2 for specific impairments for each segment. Sediment is also a
concern statewide.
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North CarolinaSite Location MapFigure 1Jacksonville City BoundaryRichlandsHalf MoonPumpkin CenterPiney GreenSwansboroSneads FerryNorth Topsail BeachHolly RidgeSurf CityCamp LejeuneOnslow County
North CarolinaFigure 2Areas within MCB Camp Lejeune andMCAS New RiverCamp GeigerMarine Corps Air StationCamp Devil DogGreater Sandy RunStone Bay Rifle RangeCamp JohnsonNaval HospitalParadise PointParachute TowerOld HospitalHadnot PointFrench CreekAmmo Supply PointAmphibian BaseCourthouse BayBeachLandfillMoutMain GatePiney Green GateSneads Ferry GateTriangle Outpost GateOld Camp Geiger Trailer ParkCamp Knox Trailer ParkTarawa TerraceMidway ParkBerkeley ManorWatkins VillageOld Piney Green Trailer ParkAreas Other
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2. RECEIVING STREAMS
A summary of the receiving streams is provided in Table 1. Table 1 also provides the
use support ratings for the stream segments as available. Historically, an overall use
support category was assessed. Streams are now being assessed use support rates
for six categories: aquatic life and secondary recreation (AL), fish consumption (FC),
shellfish harvesting (SH), primary recreation (PR), water supply (WS), and “other” uses.
Assessments are made on either a monitored or evaluated basis depending on the level
of information available. A single stream segment could have more than one use
support rating corresponding to one or more of the six use support categories.
MCBCL has done extensive storm water drainage mapping throughout the Base. The
receiving streams were determined by using recently updated storm water drainage
mapping on the Base. Drainage basins and their associated outfalls were mapped for
the urbanized areas of the Base and determined to be industrial or non-industrial
dependent on the standard industrial classification (SIC) code of the buildings located
within each basin. The receiving stream for each outfall was noted. A summary of the
receiving streams are listed in Table 1.
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 8 TABLE 1. SUMMARY OF RECEIVING STREAMS AND USE SUPPORT RATINGS USE SUPPORT RATINGS Ecosystem Approach Human Health Approach Receiving Stream Name Stream Segment Water Quality Classification AL FC PR WS SH Other Water Quality Impairments TMDL Required New River 19-(11) SC; HQW, NSW FS* NR N/A N/A N/A O Chlorophyll-a No UT to New River UT to 19-(11) SC; HQW, NSW FS* NR N/A N/A N/A NR NSL No Brinson Creek 19-12 SC; NSW NR PS N/A N/A N/A NR Fish Advisory - Mercury Yes UT to Brinson Creek UT to 19-12 SC; NSW NR NR N/A N/A N/A NR NSL No Edwards Creek 19-13 SC; NSW NR NR NR N/A N/A NR NSL No Strawhorn Creek 19-13-1 SC; NSW NR NR NR N/A N/A NR NSL No Wilson Bay 19-14 SC; HQW, NSW FS* NR N/A N/A N/A O Chlorophyll-a No UT to Wilson Bay UT to 19-14 SC; HQW, NSW FS* NR N/A N/A N/A NR NSL No Stick Creek 19-15 SC; HQW, NSW NR NR N/A N/A N/A NR NSL No New River 19-(15.5) SC; NSW FS NR N/A N/A N/A O Chlorophyll-a No Northeast Creek 19-16-(0.5) SC; NSW NR PS N/A N/A N/A NR Fish Advisory - Mercury Yes Northeast Creek 19-16-(3.5) SC; HQW, NSW FS* NR N/A N/A N/A O Chlorophyll-a No UT to Northeast Creek UT to 19-16-(3.5) SC; HQW, NSW FS* NR N/A N/A N/A NR NSL No Northeast Creek 19-16-(4.5) SC; NSW FS NR N/A N/A N/A O Chlorophyll-a No Mott Creek 19-16-3 C; NSW NR NR N/A N/A N/A NR NSL No Scales Creek 19-16-4 SC; HQW, NSW NR NR N/A N/A N/A NR NSL No
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 9TABLE 1. SUMMARY OF RECEIVING STREAMS AND USE SUPPORT RATINGS USE SUPPORT RATINGS Ecosystem Approach Human Health Approach Receiving Stream Name Stream Segment Water Quality Classification AL FC PR WS SH Other Water Quality Impairments TMDL Required UT to Scales Creek UT to 19-16-4 SC; HQW, NSW NR NR N/A N/A N/A NR NSL No Southwest Creek 19-17-(0.5) C; NSW NR NR N/A N/A N/A NR NSL No UT to Southwest Creek UT to 19-17-(0.5) C; NSW NR NR N/A N/A N/A NR NSL No Morgan Bay 19-18 SC; NSW FS* PS N/A N/A N/A NR NSL No UT to Morgan Bay UT to 19-18 SC; NSW FS* NR N/A N/A N/A NR NSL No Wallace Creek 19-20 SB; NSW FS* PS FS* N/A N/A NR NSL No UT to Wallace Creek UT to 19-20 SB; NSW FS* NR FS* N/A N/A NR NSL No Bearhead Creek 19-20-1 SB; NSW NR PS NR N/A N/A NR NSL No Beaverdam Creek 19-20-2 SB; NSW NR PS NR N/A N/A NR NSL No UT to Beaverdam Creek UT to 19-20-2 SB; NSW NR NR NR N/A N/A NR NSL No Farnell Bay 19-22 SC; NSW FS PS N/A N/A N/A NR NSL No Cogdels Creek (Coglin Creek) 19-23 SC; NSW NR NR N/A N/A N/A NR NSL No UT to Cogdels Creek (Coglin Creek) UT to 19-23 SC; NSW NR NR N/A N/A N/A NR NSL No
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 10TABLE 1. SUMMARY OF RECEIVING STREAMS AND USE SUPPORT RATINGS USE SUPPORT RATINGS Ecosystem Approach Human Health Approach Receiving Stream Name Stream Segment Water Quality Classification AL FC PR WS SH Other Water Quality Impairments TMDL Required UT to UT to Cogdels Creek (Coglin Creek) UT to UT 19-23 SC; NSW NR NR N/A N/A N/A NR NSL No Frenchs Creek 19-24 SC; NSW NR NR N/A N/A N/A NR NSL No Jumping Run 19-24-1 SC; NSW NR NR N/A N/A N/A NR NSL No Cowhead Creek 19-24-2 SC; NSW NR NR N/A N/A N/A NR NSL No UT to Cowhead Creek UT to 19-24-2 SC; NSW NR NR N/A N/A N/A NR NSL No New River 19-(27)a SA FS* PS FS* N/A FS* NR NSL No UT to New River UT to 19-(27) SA; HQW FS* NR FS* N/A FS* NR NSL No UT to UT to New River UT to UT to 19-(27) SA; HQW FS* NR FS* N/A FS* NR NSL No New River 19-(27)b & c SA FS* PS FS* N/A FS NR Fecal Coliform Yes Stones Creek 19-30-3 SA NR NR NR N/A NS NR Fecal Coliform Yes UT to Stones Creek UT to 19-30-3 SA; HQW NR NR NR N/A NR NR Fecal Coliform Yes Courthouse Bay (except DEH closure) 19-36a SA NR PS NR N/A FS NR NSL No
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 11TABLE 1. SUMMARY OF RECEIVING STREAMS AND USE SUPPORT RATINGS USE SUPPORT RATINGS Ecosystem Approach Human Health Approach Receiving Stream Name Stream Segment Water Quality Classification AL FC PR WS SH Other Water Quality Impairments TMDL Required Courthouse Bay (DEH closure in south arm of bay) 19-36b SA NR NR NR N/A NS NR Fecal Coliform Yes UT: Unnamed tributary SA: Saltwater stream or lake designated for fish consumption and protection of aquatic life SB: Saltwater stream or lake designated for primary recreation, fish consumption and protection of aquatic life SC: Saltwater stream or lake designated for primary recreation, fish consumption, protection of aquatic life and shellfish harvesting C: Freshwater stream or lake designated for fish consumption and protection of aquatic life HQW: High Quality Waters NSW: Nutrient Sensitive Waters AL: Aquatic Life/ Secondary Recreation FC: Fish Consumption PR: Primary Recreation WS: Water Supply SH: Shellfish Harvesting FS: Fully Supporting PS: Partially Supporting NR: Not Rated NS: Not Supporting NSL: None Specifically Listed O: Impaired use under category “Other” *FS rating extrapolated up tributary to monitored streams, using best professional judgment where no problematic dischargers or changes in land use/ cover. PS or NS ratings are not extrapolated to tributaries.
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3. EXISTING WATER QUALITY PROGRAMS
3.1 LOCAL PROGRAMS
The following are existing local programs implemented within the MCBCL MS4 service
area. The City of Jacksonville and Onslow County have jurisdiction over adjacent
systems which discharge to some of the same receiving waters.
3.1.1 National Environmental Policy Act
The National Environmental Policy Act (NEPA) was established in 1969 “to declare a
national policy which will encourage productive and enjoyable harmony between man
and his environment; to promote efforts which will prevent or eliminate damage to the
environment and biosphere and stimulate the health and welfare of man; to enrich the
understanding of the ecological systems and natural resources important to the Nation;
and to establish a Council on Environmental Quality” [Section 2, 42 USC §4321}. This
Act requires federal agencies to consider the environmental impacts of their proposed
actions and reasonable alternatives, including the “no action” alternative, to those
actions before the action is taken. The Base’s NEPA Section is located under the
Environmental Conservation Branch (ECB) of the Environmental Management Division
(EMD).
3.1.2 Resident Officer in Charge of Construction
It is the Naval Facilities Engineering Command (NAVFAC) policy that the quality of
construction projects shall be properly managed to assure that the requirements are
being met. To meet this objective, the Construction Quality Management (CQM)
Program has been implemented for NAVFAC construction work. This program
implements the contractor’s quality control (QC) and the government’s quality
assurance (QA) systems for managing the quality of construction and environmental
restoration projects. The Resident Officer in Charge of Construction (ROICC) is
NAVFAC’s first line of continued contact with the contractor after contract award.
Under this program, the contractor is required to provide a tailored Quality Control Plan
that meets the specific project quality control requirements. The QC system consists of
a QC organization, a QC plan, a coordination and mutual understanding meeting, QC
meetings, three phases of control, submittal review and approval, testing, completion
inspections, and QC certifications and documentation necessary to provide materials,
equipment, workmanship, fabrication, construction and operations which comply with
the requirements of the contract.
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3.1.3 New River Foundation
The New River Foundation, Onslow County, North Carolina, was established by a group
of concerned citizens after a spill into the New River of over 25 million gallons of hog
waste on 25 June 1995. The Foundation is comprised of a wide array of citizens,
including home builders, realtors, active duty military, retirees, teachers,
businesspersons, and homemakers. The Foundation contracts a Riverkeeper who acts
as the group leader and spokesperson for identifying the problems and improving water
quality.
3.2 STATE PROGRAMS
The following are existing programs implemented by the State within the MS4 service
area.
3.2.1 White Oak River Water Quality Basin Plan
Basin-wide water quality planning is a non-regulatory watershed-based approach to
restoring and protecting the quality of North Carolina’s surface waters. W hile these
plans are prepared by the North Carolina Department of Environment and Natural
Resources (NCDENR) Division of W ater Quality (DWQ), their implementation and the
protection of water quality entails the coordinated efforts of many agencies, local
governments and stakeholders in the state. Although the water quality basin plan for
the White Oak River Basin was initially completed in 1997, it will subsequently be
revised at five-year intervals. The basin plan was recently updated in November 2001.
The White Oak River Basin lies entirely within the southern coastal plain and includes
four separate river systems (the New, White Oak, Newport and North), and also
includes the Bogue, Back and Core Sounds, as well as significant portions of the
Intracoastal W aterway.
The goals of the water quality basin plan are to: identify water quality problems and
restore full use to impaired water; identify and protect high value resource waters;
protect unimpaired waters while allowing for reasonable economic growth; develop
appropriate management strategies to protect and restore water quality; and improve
public awareness and involvement in the management of the basin’s surface waters.
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Fecal coliform bacterial contamination and high levels of mercury in fish tissue are
major water quality issues basinwide. Management strategies for waters degraded by
point source pollution are provided in the plan, but the plan, due to a number of
restraints, lacks management strategies for most of the streams with non-point
problems. Addressing water quality impairment in waters that are on the State’s 303(d)
list has been a priority.
3.2.2 Coastal Area Management Act
In 1974, in furtherance of the Federal Coastal Zone Management Act (CZMA), the North
Carolina General Assembly passed the Coastal Area Management Act (CAMA). CAMA
established the Coastal Resources Commission (CRC), required local land use
planning in the 20 coastal counties, and provided for a permit program to regulate
development. CAMA combines local-level planning with state-level regulations to
protect and, where possible, enhance water quality in all coastal wetlands, rivers,
streams and estuaries.
Guidelines established by the CRC stress the importance of healthy water and require
local governments to identify policies to ensure that coastal water quality is improved or
maintained. Chief among these policies are those that prevent or control storm water
discharges. Storm water runoff is a leading cause of water quality problems along the
coast, and local policies can help reduce the negative impacts of storm water runoff on
coastal waters.
Non-federal entities must obtain a CAMA permit for their projects if the project meets all
of the following conditions:
It is in one of the 20 counties covered by CAMA. (Onslow County is one of the
20 counties.)
It is considered "development" under CAMA. Development is defined as: "any
activity in a duly designated area of environmental concern ... involving, requiring
or consisting of the construction or enlargement of a structure; excavation;
dredging; filling; dumping; removal of clay, silt, sand, gravel or minerals;
bulkheading; driving of pilings; clearing or alteration of land as an adjunct of
construction; alteration or removal of sand dunes; alteration of the shore, bank or
bottom of the Atlantic Ocean or any sound, bay, river, creek, stream, lake or
canal" {North Carolina General Statute (NCGS) 113A-103(5)(a)}.
It is in, or it affects, an Area of Environmental Concern (AEC) established by the
CRC. The four categories of AECs: The Estuarine and Ocean System; The
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Ocean Hazard System; Public W ater Supplies; and Natural and Cultural
Resource Areas.
A project is probably in an AEC if it is:
in, or on the shore of, navigable waters within the 20 CAMA counties;
on a marsh or wetland;
within 75 feet of the normal high water line along an estuarine shoreline;
near the ocean beach;
within an ocean high hazard flood area;
near an inlet;
within 30 feet of the normal high water level of areas designated as inland
fishing waters by the N.C. Marine Fisheries Commission and the N.C. W ildlife
Resources Commission;
near a public water supply; or
within 575 feet of Outstanding Resource W aters defined by the Environmental
Management Commission.
It doesn't qualify for an exemption under NCGS 113A-Section 103(5)(b).
MCBCL as a federal agency does not obtain CAMA Permits. However, the Base is
required to demonstrate that its actions are consistent to the maximum extent
practicable (MEP) with the enforceable policies of North Carolina’s NOAA approved
Coastal Management Program. Preparation of a coastal consistency determination is
generally required for federal projects within an AEC provided the State has
promulgated enforceable policies for which the Base can demonstrate consistency.
3.2.3 State Storm Water Management Program
The State Storm Water Management Program, originally established in the late 1980’s,
is under the authority of the North Carolina Environmental Management Commission
(EMC) and NCGS 143-214.7. This program currently affects development activities that
require either an Erosion and Sediment Control (ESC) Plan (for disturbances of one or
more acres) or a CAMA major permit within the designated 20 coastal counties, and/or
development draining to Outstanding Resource W aters (ORW) or High Quality W aters
(HQW ).
The program goal is to protect these sensitive waters by requiring development projects
to maintain a low density of impervious surfaces, maintain vegetation buffers, and
transport storm water runoff through vegetative conveyances. Low density
development thresholds vary from 12-30% impervious surface, depending on the
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classification of the receiving stream. If low density design criteria cannot be met, then
high density development requires the installation of structural best management
practices (BMPs) to collect and treat storm water runoff from the project.
3.2.4 Requirements for High Quality Waters
Pursuant to Rule15A North Carolina Administrative Code (NCAC) 2B.0224, HQWs are
a subset of waters with quality higher than the standards and are as described by 15A
NCAC 2B.0101(e)(5). The following procedures shall be implemented in order to
implement the requirements of Rule .0201(d) of 15A NCAC 2B.0224:
New or expanded wastewater discharges in HQW are prohibited for new single
family residences.
All new NPDES wastewater discharges (except single family residences) shall be
required to provide the treatment for oxygen consuming wastes, total suspended
solids, disinfection, emergency requirements, volume, and nutrients, as
described in paragraphs (i) through (vi) of 15A NCAC 02B.0224.
All expanded NPDES wastewater discharges in HQW shall be required to
provide the treatment described in Sub-Item (1)(b) of this Rule, except for those
existing discharges which expand with no increase in permitted pollutant loading.
Development activities which require an ESC Plan in accordance with rules
established by the North Carolina Sedimentation Control Commission (NCSEC)
or local ESC program approved as per 15A NCAC 4B.0218, and which drain to
and are within one mile of HQW shall be required to follow the storm water
management rules as specified in 15A NCAC 2H.1000. Storm water
management requirements specific to HQW are described in 15A NCAC
2H.1006.
3.2.5 Sediment and Erosion Control Program
The main importance of erosion and sedimentation control is to protect surface W aters
of the State. Any type of land disturbing activity increases the potential for erosion to
occur. As storm water flows over sites altered by human activity, it picks up eroded soil
particles and carries them to receiving waters such as rivers and lakes. Sedimentation
in surface waters may result in fish kills, clogged streams, reduced storage volume of
reservoirs, and added filtration costs for municipal water supplies.
In 1973, the Sedimentation Pollution Control Act (SPCA) established a statewide
program administered by the NCSEC to control soil erosion and sedimentation. The
program covers land-disturbing activities, regardless of the size of the disturbance.
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Those disturbances involving agriculture, forestry and mining are addressed in other
legislation. The law requires the preparation of an ESC Plan and the employment of
appropriate measures to meet designated performance standards. ESC plans for land-
disturbing activities at MCBCL are filed with NCDENR Division of Land Resources in the
Wilmington Regional Office.
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4. MCBCL PERMITTING INFORMATION
4.1 RESPONSIBLE PARTY CONTACT LIST
The person/position that will be responsible for day to day implementation and oversight
of the storm water program is listed below.
Name of Contact
Person Brynn Ashton
Title Water Quality Section Head
Street Address
Commanding General
Installations and Environment Department
Environmental Management Division
Marine Corps Base, Camp Lejeune
Building 58
Virginia Dare Drive
City Camp Lejeune
State North Carolina
Zip 28542-0004
Telephone Number (910) 451-9385
Fax Number (910) 451-5997
E-Mail Address ashtonbt@lejeune.usmc.mil
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4.2 ORGANIZATIONAL CHART
The following organizational charts illustrate where the responsible parties and
stakeholders fit into the structure of the MCBCL organization.
Installations and Environment Department
A dministration Opera tions
Director
Environmental
Ma nag ement
Division
Director
P ublic W orks
Division
Dire ctor
P lanning
Division
Director
Installation
Se rvices
Divisio n
Director
Housing
Division
Dep uty
AC/S I&E
AC/S Insta llations &
E nvironmen t (I&E) Department
Comma ndin g General
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 21 Installations & Environment DepartmentEnvironmental Management DivisionFish & WildlifeSectionNEPASectionForestrySectionEnvironmentalConservationBranchEnvironmentalAssessmentSectionResourceConservation andRecoverySectionEnvironmentalLaboratorySectionEnvironmentalComplianceBranchWater QualitySectionSolid Waste &TankSectionIRSectionAir QualitySectionEnvironmentalQualityBranchDirectorEnvironmentalManagementDivision Environmental Compliance BranchAsbestosPollutionPreventionand RecyclingCETEPandTrainingWaterQualityInspectionEnvironmentalAssessmentSectionHazardousMaterialHM/HWPOL ABResourceConservation andRecoverySectionWater andWastewaterTestingEnvironmentalLaboratorySectionEnvironmentalComplianceBranch
MCB Camp Lejeune and MCAS New River Storm Water Management Plan March 2003 22Installations and Environment DepartmentPublic Works/ Planning/ Installation Services/ HousingAdministrationOperationsDirectorEnvironmentalManagementDivisionROICC/CONTRACTUtilitiesFSCDesignW.R.OperationsMaintenaceOperationsPublic WorksPW/ ROICCDivisionDirectorPublic WorksDivisionFaility PlanningFacilityUtilizationPlanningCoordinationDirectorInstallationDevelopmentDivisionFamily & BachelorHousing OperationsLandfill/RecyclingM & RDirectorInstallationServicesDivisionBachelorDirectorHousingDivisionDeputyAC/S I&EAC/S Installations &Environment (I&E) DepartmentCommanding General
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4.3 SIGNING OFFICIAL/ DULY AUTHORIZED REPRESENTATIVE
The signing official for the MS4 permit application will be Scott Brewer, Director of the
Environmental Management Division (EMD), which is the Division with overall
responsibility for overseeing environmental and storm water matters. A letter is on file
with the NCDENR indicating that Mr. Brewer is a duly authorized representative for
MCBCL.
Name Scott A. Brewer , PE
Title Director, Environmental Management Division
Street
Address
Commanding General, United States Marine Corps
Marine Corps Base Camp Lejeune
Building 1
Holcomb Boulevard
PSC Box 20004
City Camp Lejeune
State North Carolina
Zip 28542-0004
Telephone 910-451-2526
Fax 910-451-1143
E-Mail brewersa@lejeune.usmc.mil
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5. CO-PERMITTING INFORMATION
This section is not applicable.
6. RELIANCE ON OTHER GOVERNMENT ENTITY
This section is not applicable.
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7. STORM WATER MANAGEMENT PROGRAM
This section presents actions, methods and activities that the MCBCL facility can utilize
or perform to develop a storm water program that is in compliance with the NPDES
Phase II regulations. During the course of preparing this Storm Water Management
Report, many potential compliance activities were identified for the Base. The
compliance items listed below are based on the requirements of the federal regulation,
NCDENR DW Q regulations, and discussions with the stakeholders about any activities,
actions or ideas that may be of interest and/or supported by MCBCL staff.
A summary table of the BMPs, their measurable goals, implementation year(s) and
responsible party(ies) is provided in Table 2 of Section 7.6.
7.1 PUBLIC EDUCATION AND OUTREACH ON STORM WATER IMPACTS
There are a wide variety of inexpensive and effective options to ensure compliance with
this minimum control measure. MCBCL has several existing education and outreach
activities that can be inexpensively modified to address storm water impacts.
A large body of information is available on the Internet for public education on non-point
source pollution. As new public education activities are developed, MCBCL staff should
review the existing information and obtain public domain templates or documents for
editing and inclusion in the Base’s education program.
The objectives of the public education and outreach minimum control measure are:
• To educate the general public within the Base by providing educational
materials to residents and staff; and
• To raise the awareness of the general public by providing storm water quality
informational brochures to persons that visit the Base or to persons that MCBCL
staff visit during off-Base presentations.
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BMPs and Measurable Goals
1. MAINTAIN EMD WEB SITE. As noted previously, MCBCL EMD has an existing W eb
site, which provides pages for the following EMD Sections:
• Air Quality
• Installation Restoration
• Water Quality
• RCRA
• NEPA
• Forestry
• Recycling
• Environmental Laboratory
• Environmental Assessment
The EMD Web site incorporates environmental articles, provides linkage to
key State and Federal NPDES Phase II Web pages, and provides a page
under the Water Quality Section that is geared toward storm water pollution
prevention on-Base. The Water Quality Section W eb page should be
updated regularly to maintain valid linkage and to post current storm water
management program meetings, news, and events. The EMD W eb site is
accessible to the public and is located at:
http://www.lejeune.usmc.mil/emd/
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
posting and maintenance of EMD Web site already established.
• Reporting and record keeping. Retain copies of information provided on
EMD Web site and dates posted. Document links established and track
changes to EMD Web site as appropriate.
• Responsible Party. The EMD will continue to work with the Public Affairs
Office (PAO) to ensure the EMD Web site is regularly updated.
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2. MAINTAIN SPECIAL TRAINING PROGRAMS. Continue special training programs
available on MCBCL. The following are in place:
• SW PPP Training CD designed for MCBCL industrial areas;
• Management of Hazardous Material/ Hazardous W aste;
• Commanders’ Awareness Course; and
• ROICC Pre-construction meetings with contractors that review MCBCL
requirements for sediment and erosion control BMPs and Safety.
• Environmental Management System (EMS): This program requires
contractors to be aware of the environmental policies and procedures on
the Base, including pollution prevention and materials management
requirements.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue use
of the programs already established.
• Reporting and record keeping. Maintain records of the number of
individuals trained along with title of training provided.
• Responsible party. The Storm Water Engineer will be responsible for
coordinating with the EMD and ROICC to ensure existing programs continue.
3. CONTINUE SPONSORING TOURS OF FACILITIES. Tours of the Recycling Shop are
conducted in conjunction with special events such as Earth Day. Continue tours
of the Recycling Shop and incorporate storm water pollution prevention
information and/or display.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
hosting periodic tours of the Recycling Shop.
• Reporting and record keeping. Document dates of tours, number of
students in attendance, and topics discussed.
• Responsible party. The EMD will be continue to be responsible for hosting
tours of the Recycle Shop. The Comprehensive Environmental Training and
Education Program (CETEP) Coordinator will document the tours; the
Pollution Prevention Coordinator will conduct the tours, and the Storm Water
Engineer will coordinate with the CETEP Coordinator to obtain records.
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4. EXPAND STORM WATER EDUCATIONAL/ INFORMATIVE MATERIALS. As previously
noted, MCBCL has a Household Hazardous Material Disposal brochure in
circulation, and has previously distributed a Recycling Fact Sheet by the
Recycling Shop. In addition, a Consumer Confidence Report that provides
details of the drinking water plant performance is sent yearly. Expand on the
existing environmental-related program materials to include additional materials
that address impacts from residential areas, what individuals can do to prevent
storm water pollution, or generally raise the level of awareness of pollution
prevention activities. Topics could include: pet waste collection, water
conservation practices, vehicle maintenance, vehicle washing, illegal dumping,
illicit discharges, pest control, and landscape/ lawn care. Additionally, a flyer or
list could be posted on EMD W eb site providing names of stores accepting used
oil or antifreeze or decals could be placed in the windows of said stores.
Materials should be updated periodically to highlight new BMP development and
applicable annual events. The education materials could be distributed in a
various ways. Some potential distribution methods are listed below:
• A pamphlet or brochure could be incorporated into the Welcome Package
as a part of the orientation for arriving staff, including transient staff, and
new residents.
• Storm water pollution prevention information could be incorporated into
the Base Housing orientation, which already includes discussion on lawn
care, proper disposal of yard waste, and pet waste collection policy for
family housing residents. Orientations are generally held four times per
week.
• A W eb page could be added to the existing EMD Web site, as listed in
BMP 7.1.1 of this minimum control measure, that provides an index of
storm water related documents and educational materials available to
MCBCL. The index would be updated periodically per BMP 7.1.1 of this
minimum control measure to maintain the most current list of materials
available.
• Measurable goal. In Year 2, determine and develop those materials that
would most benefit needs of the Base. Retain a copy of materials produced.
In Year 3, develop the index of materials and post the index on the EMD Web
site, which should contain any relevant information such as location on-Base
or sharing/ check-out procedures.
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• Reporting and record keeping. Record the materials developed,
publication date, quantity of the materials produced, and distribution
methodology (i.e., mail, Web site, special event). Retain copies of orientation
attendance sheets. Report number of Welcome Packages distributed to new
staff and residents. Report numbers of newly informed residents and dates.
• Responsible party. The Storm Water Engineer will coordinate the
development, production, and distribution of the new materials. The Storm
Water Engineer will coordinate the effort to index the available storm water
related materials on the Base. The Storm Water Engineer will coordinate the
distribution of materials with the Welcome Package Coordinator and Family
Housing and Bachelor Housing.
5. EXPAND CONTRACTOR POLLUTION PREVENTION EDUCATION. Train contractors on
good housekeeping practices, in addition to the erosion and sediment control
measures already implemented on-Base.
• Measurable goal. In Year 2, provide training materials for ROICC
contractors, as appropriate, working on the Base regarding pollution
prevention. At the pre-construction meeting, ROICC construction managers
will address construction site sediment and erosion control measures, provide
MCBCL information pamphlets, and review the contract requirements. In
addition, MCBCL pamphlets and other documents will be posted on the
ROICC Web site for access by contractors interested in working on the Base.
• Reporting and record keeping. Maintain the pre-construction agenda and
meeting minutes in the ROICC construction contract master file.
• Responsible party. The Storm Water Engineer will ensure appropriate
informational materials are provided to the ROICC for their use in the pre-
construction meetings. The ROICC will continue to maintain the construction
contract master file.
6. STORM WATER EDUCATION PROGRAMS FOR SCHOOL CHILDREN. Introduce storm
water pollution prevention information to school age children by means of
presentations, material handouts or displays, or special programs within the
schools to promote environmental awareness.
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• Measurable goal. Beginning in Year 2, storm water pollution prevention
education will be provided through live presentations, brochures, or other
media. This could include existing programs sponsored by Onslow County
and the City of Jacksonville, such as the Sturgeon City Institute.
• Reporting and record keeping. Document dates of presentations, number
of students in attendance, and topics discussed.
• Responsible party. The CETEP Coordinator will coordinate with Base
schools to arrange for presentations or special programs at schools on-Base.
7. EXPAND STAFF POLLUTION PREVENTION EDUCATION. As previously noted, MCBCL
staff routinely conduct training on pollution prevention and good housekeeping.
The Base should incorporate new elements of the Base’s storm water program
into the existing training on pollution prevention, addressing what individuals can
do to prevent storm water pollution. The targeted staff could be personnel within
municipal operations (e.g. Public Works) that conduct inspections, do repairs,
operate equipment, or other activities that could be considered to be a potential
pollution source.
• Measurable goal. In Year 3, expand the list of MCBCL personnel that will
review the SWPPP Training CD designed for the MCBCL industrial areas, to
include personnel performing particular municipal operations.
• Reporting and record keeping. Maintain records of the number of
individuals trained along with title of training provided.
• Responsible party. The Storm Water Engineer will be responsible for
ensuring the SWPPP Training CD is incorporated into the existing SWPPP
Training Program and used to train personnel responsible for municipal
operations.
8. MEDIA COVERAGE. Create storm water messages or advertisements that provide
a storm water pollution prevention message, discuss a storm water related issue,
or advertise an environmental-related event. The messages or advertisements
can be incorporated into the local media coverage, which include Base electronic
billboards, Base and local newspapers, local radio stations, Base cable channel,
or area television stations.
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• Measured goal. Beginning Year 3, arrange a regular storm water related
message or advertisement to be incorporated in one of the local media
coverages.
• Reporting and recording. Retain copies and dates of the messages/
advertisements displayed or events promoted. When reporting, provide the
name of the media coverage utilized, message/ article/ advertisement/ event
displayed or promoted, and dates published or aired.
• Responsible party. The Storm Water Engineer will be responsible for
coordinating the creation of the messages/ advertisements/ scripts with PAO
and appropriate media entities.
9. EXPAND SPECIAL TRAINING PROGRAMS. An Environmental Awareness Course is
being developed by CETEP that incorporates general storm water information.
The course is intended to be available on the MCBCL Intranet and taken by staff
and residents on the Base.
• Measurable goal. Beginning in Year 3, implement Environmental Awareness
course.
• Reporting and record keeping. Maintain records of the number of people
completing the course.
• Responsible party. The CETEP Coordinator will coordinate training and be
responsible for documenting continuance of training efforts.
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7.2 PUBLIC INVOLVEMENT/ PARTICIPATION
The regulation simply requires the military facility to comply with applicable State and
local public notice requirements. Essentially, the public must be “allowed and
encouraged to provide valuable input and assistance” to the storm water program. To
comply with this minimum control measure, MCBCL should continue the stakeholders
meetings.
The objective of the public involvement/ participation minimum control measure is to
involve the general public at the Base in the storm water program.
BMPs and Measurable Goals
1. STAKEHOLDER GROUP MEETINGS. MCBCL has already identified stakeholders to
help guide storm water NPDES Phase II permit development. It is recommended
that the stakeholder group become a formalized group and have annual or
semiannual meetings to assess program implementation, record keeping, and
future goals. This stakeholder group could also help develop educational tools
for the general public.
• Measurable goal. In Year 1 and ongoing, formally establish the stakeholder
group. Hold annual meetings of the stakeholder group to assess storm water
program implementation.
• Reporting and record keeping. Retain copies of stakeholder group sign-in
sheets and meeting agendas.
• Responsible party. EMD will be responsible for coordinating the stakeholder
group meetings.
2. SPECIAL EDUCATION/ OUTREACH DAYS. MCBCL observes several environmental-
related education days, including Earth Day, America Recycles Day, Arbor Day,
Ecomania, and Big Sweep. In addition, area festivals are available or have been
participated in the past, such as the Spring Fling. MCBCL will continue
participation in some events, but will also expand booths, displays, and/or
materials distributed to include more storm water pollution prevention
information.
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• Measured goal. Throughout the five-year permit, Years 1-5, continue
participation in these events and expand to incorporate storm water
information.
• Reporting and recording. Maintain records of the names and dates of
events participated, booths or displays used, and types and quantities of
materials distributed.
• Responsible party. The CETEP Coordinator will coordinate with event
sponsors to incorporate storm water pollution prevention information.
3. REPORTING OF ILLICIT DISCHARGES. Advertise and encourage reporting of activities
and observations of possible non-storm water discharges around MCBCL. Post
reporting procedures on the MCBCL Web sites to inform Base staff and residents
how to report non-storm water discharges. Prepare an announcement in the
Base newspaper describing the reporting procedures.
• Measurable goal. Beginning in Year 2 and ongoing, post information for
reporting non-storm water discharges in Base newspapers, on MCBCL Web
sites and/or Base-wide email messages, and in the annual fliers.
• Reporting and record keeping. Document that the reporting procedures
have been posted or provided, as noted above, by retaining copies of
newspapers and fliers, copies of Web pages or email messages.
• Responsible party. The Storm Water Engineer will be responsible for
developing the reporting procedures for non-storm water discharges and will
coordinate with the PAO to have the information incorporated into educational
materials.
4. STORM DRAIN MARKERS. Provide storm drain markers or stenciling at storm drain
inlets. The selection of markers versus stenciling will be dependent on the
availability of a flat surface at the inlet to be marked. Coordinate with the City of
Jacksonville and Onslow County to maintain consistency and to share costs.
Coordinate the placing of markers on storm drain inlets with Base schools and
clubs.
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• Measured goal. Beginning in Year 3, select and acquire storm drain
markers. Enlist volunteers from Base schools and clubs to place markers on
storm drain inlets. Phase the placement of markers to increase number of
volunteers exposed to this measure.
• Reporting and recording. Maintain records of the number of volunteers,
number of markers placed, and their locations.
• Responsible party. The Storm Water Engineer will be responsible for
coordinating efforts with the City of Jacksonville, Onslow County, and local
volunteers.
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7.3 ILLICIT DISCHARGE DETECTION AND ELIMINATION
Previous illicit discharge studies have identified illicit connections and made
recommendations on corrective actions. New cross-connections are prevented through
plumbing inspections. The MCBCL SWPPP addresses individual operations for each
industrial building or area. The SWPPP identifies hazardous material storage areas,
hazardous waste accumulation areas, and POL storage facilities, with types of
containment utilized for each. MCBCL has detailed mapping showing buildings,
roadways, outfalls, and structural BMPs. This mapping also details the storm water
conveyance system, including storm drain inlets and outfalls.
The objectives of the illicit discharge detection and elimination minimum control
measure are:
• To establish and carry out procedures to identify and address illicit
discharges; and,
• To encourage public education and involvement in detecting and eliminating
illicit discharges.
BMPs and Measurable Goals
1. MAINTAIN “HOT SPOT” SPILL PLANS AND INSPECTION PROGRAMS. On the Base,
MCBCL units have a spill contingency plan. As part of the spill contingency plan,
regular inspections are completed as follows:
• Industrial buildings/ sites are inspected semi-annually;
• Hazardous Material storage areas covered in the MCBCL SWPPP are
inspected and maintained;
• Restaurant grease traps are inspected and maintained;
• Grease traps at mess halls are inspected and maintained; and
• Oil/Water Separators (OW Ss) are inspected by the Environmental
Compliance Division (ECD).
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
inspections and implementation of spill contingency plans.
• Reporting and record keeping. Retain inspection documentation and report
type and number of inspections completed.
• Responsible party. The Storm Water Engineer will be responsible for
coordinating the reporting of inspections.
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2. MAINTAIN GIS SYSTEM MAPPING AND DATABASE. As described previously, MCBCL
has recently updated its drainage system map for the urbanized areas of the
Base. This included updating the GIS database, which included MCBCL’s
industrial buildings, industrial outfalls, industrial drainage basins, non-industrial
outfalls, and non-industrial drainage basins in the urbanized areas of the Base.
MCBCL buildings covered in the SWPPP database were assigned an SIC code.
In addition, the Base maintains a complete listing of buildings on the Base and
their Category Code Numbers, which indicate the building’s use. The mapping
and database will continue to be updated periodically as necessary.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
updates as necessary.
• Reporting and record keeping. Document updates to GIS mapping and
database, noting changes made and appropriate date.
• Responsible party. The Storm Water Engineer will be responsible for
coordinating with the GIS Section for updating of mapping and database.
3. CONTINUE TRACKING OF NON-STORM WATER DISCHARGES. MCBCL’s SW PPP
database is used to track pollution source data, which includes maintaining a list
of non-storm discharges for industrial basins on the Base. A SWPPP database
application, “eSWPPP”, has been created and allows the database to be updated
electronically through a user-friendly interface.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue use
of the eSWPPP to track actions taken to investigate and address illicit
discharges.
• Reporting and record keeping. Report the number of illicit discharges
investigated and addressed annually.
• Responsible party. The Storm Water Engineer will be responsible for
continuing the tracking of non-storm water discharges.
4. MAINTAIN MATERIALS MANAGEMENT PROGRAM. Continue existing materials
management program and posting of program details on the EMD Web site and
update regularly.
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On a monthly basis, the EMD collects data from the entities on-Base that
quantifies the materials recycled for the year. On an annual basis, this
information is assimilated into a report and submitted to Base Headquarters.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
operation of the materials management program and dispersal of program
information.
• Reporting and record keeping. Retain documentation that a report was
submitted annually to Headquarters.
• Responsible party. EMD will continue to be responsible for collecting the
necessary information from various Base entities for the annual reporting to
Headquarters.
5. MAINTAIN HOUSEHOLD HAZARDOUS MATERIAL EDUCATION. Continue existing
program, which includes distribution of a Household Hazardous Material
brochure and posting of information on the EMD Web site that lists targeted
materials; including unused paints, solvents, stains, and oven cleaner; and the
proper disposal locations.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue the
dispersal of household hazardous material disposal information in the
outreach materials noted in the Public Education minimum control measure;
such as the brochures, newsletters, and Web pages or email messages.
• Reporting and record keeping. Retain copies of public education outreach
materials.
• Responsible party. The Storm Water Engineer will be responsible for
ensuring information is posted and maintained on the EMD Web site.
6. DEVELOP AND IMPLEMENT POLICIES. Develop and approve a comprehensive Storm
Water Management (SWM) Base Order or policy that incorporates existing
policies and guidelines. The SW M Base Order or policy should define allowable
discharges and prohibit illicit discharges to the storm water conveyance system,
including construction site wastes. Those common discharges that are not
allowable must be identified in the public education program so that proper steps
may be taken to either prohibit or address these discharges when they occur.
This process should address discharges such as chlorinated water, that occur
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from pools, towers, and chillers on the Base. The SW M Base Order or Policy
should be distributed to staff and residents of the Base and posted on MCBCL
Web sites.
• Measurable goal. In Year 3, develop and implement SWM Base Order or
Policy that addresses allowable discharges. Distribute to staff once
developed.
• Reporting and record keeping. Document the development and approval of
SWM Base Order or Policy.
• Responsible party. The Storm Water Engineer will coordinate with the
stakeholder group the development and distribution of the SWM Base Order
or Policy.
7. INSTITUTE ANNUAL INSPECTIONS OF OUTFALLS AS PART OF THE PHASE I PROGRAM.
Outfall inspections should uncover any dry weather flows, reveal their sources,
and result in corrective action, if necessary. The inspection program should
address routine screening of outfalls and storm drain inlets for illicit discharges.
The program should include procedures for detecting illicit discharges, identifying
the source and addressing the discharge. MCBCL staff will continue to conduct
priority area checks and complaint inspections. Inspection activities can
incorporate inspection and enforcement activities required for other minimum
control measures. For example, the construction inspections for new
construction can include inspection of both erosion and sediment control
compliance and illicit discharge detection.
Finally, the program should include procedures for program evaluation and
assessment. This includes documentation of the inspection and elimination
activities, number of outfalls and inlets inspected, complaints received, actions
taken, and tests performed. Documentation of the program should be submitted
as part of the annual report in the first permit term.
• Measurable goal. Beginning Year 3, visually inspect industrial outfalls
regulated by the NPDES Phase I permit annually.
• Reporting and record keeping. Maintain documentation of the inspection
dates and findings. Report the number of industrial outfalls regulated by the
NPDES Phase I permit inspected.
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• Responsible party. EMD will be responsible for screening the outfalls and
documenting the inspections.
8. INVESTIGATE AND ADDRESS ILLICIT DISCHARGES. As previously described, two illicit
discharge investigations have been conducted. The Illicit Discharge Detection
and Elimination (IDDE) Study was conducted in 1993 as part of the NPDES
Phase I permit application process. Additionally, a Hangar Drain Study was
conducted in 1998 at the MCAS. The illicit discharge detection and elimination
program should incorporate findings from these two studies and develop an
IDDE plan to investigate and address illicit discharges, as provided in the illicit
discharge policy. Water quality monitoring may be required in these areas to
trace the source of the discharge. Steps for addressing the discharge should be
outlined in the illicit discharge policy. Priority area and complaint-based
inspections should include dry-weather screening, ambient field checks of
physical parameters (e.g., odor, sheen, pH, temperature, turbidity) and chemical/
pollutant sampling where necessary. The IDDE plan should attempt to
incorporate compliance evaluations already conducted on the Base.
• Measurable goal. In Year 3, a plan will be developed and implemented to
ensure that identified non-storm water discharges are tracked and addressed.
Measures taken to address the discharges and prevent reoccurrences will be
documented.
• Reporting and record keeping. Retain outfall inspection documentation and
documentation showing actions taken to address non-storm water
discharges.
• Responsible party. The Storm Water Engineer will be responsible for
coordinating with appropriate Base parties, the actions necessary to address
illicit discharges.
9. COMPLAINT EMAIL ADDRESS. Develop and establish a storm water complaint email
account to document receipt of complaints, request for action to resolve the
complaint, and/or follow-up correspondence. The email address could be posted
on the EMD W eb site for public access and the Base Intranet for internal access.
Complaints received from this email account could potentially be entered into the
SW PPP database when appropriate.
• Measurable goal. Beginning in Year 3 and ongoing, establish a storm water
complaint email account.
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• Reporting and record keeping. Document that the email account was
established. Report the number of complaints received.
• Responsible party. The Storm Water Engineer will be responsible for
coordinating the development and maintenance of the complaint email
account.
10. OUTREACH MATERIALS. Efforts should be made through the Public Education
minimum control measure to educate the public about what are illicit and
inappropriate discharges, the hazards associated with them, and how to identify
and report possible problems. This information can be included in the brochures,
residential newsletter, and flyers noted in the Public Education minimum control
measure discussed previously.
• Measurable goal. See Public Education minimum control measure.
• Reporting and record keeping. See Public Education minimum control
measure.
• Responsible Party. See Public Education minimum control measure.
11. INFORMATION FOR CONTRACTORS. Contractors are made aware of the Base policy
on illicit discharges and illegal dumping through the contractor’s guidance
specification. MCBCL will prepare (one) pamphlet for contractors outlining the
policy against (and penalties for) illicit discharges and illegal dumping. MCBCL
will distribute the pamphlet to contractors prior to starting work on-Base through
FSC, MCCS, and Logistics. Prime contractors should be made aware of his/her
responsibility for the performance of subcontractors.
• Measurable goal. Beginning in Year 3 and ongoing, Base contractors will be
provided information regarding the prohibition of illicit discharges and illegal
dumping.
• Reporting and record keeping. Maintain a copy of guidance specification,
noting the illicit discharge and illegal dumping information.
• Responsible party. See Public Education minimum control measure
regarding pamphlet. The Storm Water Engineer will coordinate with
appropriate Base entities, including ROICC and Public Works, the review of
the guidance specification.
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7.4 CONSTRUCTION SITE STORM WATER RUNOFF CONTROL
To review, summaries of the mandatory components of this requirement are:
• Develop, implement and enforce a program to reduce pollutants in any storm
water runoff from construction activities of sites one acre or greater.
• Develop, implement and enforce a regulatory mechanism that controls erosion
and sediment from construction sites one acre or greater. The regulatory
mechanism must require construction site operators to implement appropriate
BMPs for erosion and sediment control;
• Ensure control of other waste at construction sites that could adversely
impact water quality;
• Establish procedures for water quality related site plan review, site
inspections, and enforcement of control measures; and
• Establish procedures for the receipt and consideration of information
submitted by the general public.
The objectives of the construction site storm water runoff minimum control measure are:
• Establish a set of minimum erosion and sediment control requirements for
construction sites that disturb more than one acre;
• Provide technical guidance materials for the design, installation and maintenance
of erosion and sediment control measures; and
• Continue the existing inspection program.
BMPs and Measurable Goals
1. ONGOING CONSTRUCTION PLAN REVIEW AND INSPECTION PROGRAM. Sediment and
Erosion Control Plans are mandatory for construction projects managed by
ROICC on-Base. The technical standard utilizes the NCDENR’s BMP manual,
the Erosion and Sediment Control Planning and Design Manual, which was
developed by the North Carolina Sedimentation Control Commission. MCBCL
has adopted the North Carolina Erosion and Sediment Control Planning and
Design Manual as the technical standard for erosion and sediment control BMPs
to be utilized on-Base. The Unified Facilities Guide Specifications, Section
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01575N, provides environmental guidance for use in construction projects where
environmental protection and other environmental temporary controls are
required. The guide specifications include good housekeeping measures which
are incorporated into each contractors’ guidance specification, where relevant.
An enforcement program is also in place to ensure contract compliance.
Noncompliance issues are addressed immediately under this program. MCBCL
will continue to inspect plans and construction sites for the design, installation,
and maintenance of erosion and sediment control and good housekeeping
measures.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue to
inspect plans and construction sites for the installation and maintenance of
erosion and sediment control and good housekeeping measures.
• Reporting and record keeping. Report the number of projects reviewed
under this program. Dates of inspections, findings, and any corrections
required will be maintained and kept under file.
• Responsible party. The Base and LANTDIV designers will be responsible
for ensuring project plans incorporate BMPs as required. ROICC will be
responsible for overseeing the inspection and enforcement of the program.
2. PLAN REVIEW CHECKLISTS. MCBCL utilizes checklists as proposed projects
undergo National Environmental Policy Act (NEPA) review. The NEPA review
addresses proposed projects and activities that may pose a hazard to the
environment. The NEPA checklist addresses impacts to land use, wetlands,
surface waters, special habitat, etc. MCBCL also utilizes site priority maps and
scheduling to evaluate projects. Sensitive areas are evaluated first and
prioritization is determined based on needs of the site and the NEPA review
process.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
NEPA review process.
• Reporting and record keeping. Document the projects undergoing the
NEPA review process.
• Responsible party. The NEPA Office will be responsible for continuance of
reviews.
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3. PRE-CONSTRUCTION MEETING EDUCATIONAL MATERIALS FOR CONTRACTORS. As
previously described in the Public Education minimum control measure, develop
and distribute additional storm water educational materials to contractors prior to
beginning their project. The materials could be handed out during pre-
construction meetings.
• Measurable goal. See Public Education minimum control measure.
• Reporting and record keeping. See Public Education minimum control
measure.
• Responsible party. See Public Education minimum control measure.
4. REVIEW CURRENT ENFORCEMENT PROGRAM. The current enforcement program for
contract compliance should be reviewed in terms of effectiveness and in terms of
applicability to the construction program.
• Measurable goal. In Year 5, review the enforcement of erosion and
sediment control measure installation and maintenance for contract work.
Identify areas in need of improvement, if necessary. Outline the timeframe for
instituting changes.
• Reporting and record keeping. Document that the review of the
enforcement program has been completed. The documentation should
outline needed programmatic changes and timeline for instituting changes.
• Responsible party. The Storm Water Engineer will be responsible for
coordinating the enforcement program review with the stakeholder group and
ROICC.
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7.5 POST-CONSTRUCTION STORM WATER MANAGEMENT IN NEW DEVELOPMENT AND
REDEVELOPMENT
To review, a summary of the mandatory components of this requirement is as follows.
• Develop, implement and enforce a program to address storm water runoff from
new development and redevelopment. The program must include strategies that
utilize a combination of site-appropriate and effective structural and/or non-
structural BMPs.
• Use a regulatory mechanism to address post-construction runoff from new
development and redevelopment projects to the MEP.
• Ensure adequate long-term operation and maintenance of BMPs.
The objective of the post-construction runoff control program is to improve storm water
quality coming off MCBCL property by installing and maintaining BMPs.
BMPs and Measurable Goals
MCBCL has design guidance and policies in place for post-construction runoff control
for new development or redevelopment in accordance with NCDENR design criteria for
water quality and quantity. The following activities should be performed for compliance
with this minimum control measure:
1. CONTINUE POST-CONSTRUCTION RUNOFF CONTROL PROGRAM POLICIES. Continue use
of existing design guidance and policies in place for post-construction runoff
control for new development or redevelopment in accordance with NCDENR
design criteria for water quality and quantity. The 303(d) list and other area-
specific concerns should continue to be addressed through the post-construction
runoff control program. Establish a written policy for the post-construction runoff
control program outlining maintenance and inspection requirements. The Base
should identify how other local NPDES Phase II communities are addressing this
minimum control measure.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
implementation of current post-construction control program. In Year 2,
develop and implement Base Order or policies for the post-construction runoff
control program.
• Reporting and record keeping. Maintain Base Order.
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• Responsible party. The Storm Water Engineer will be responsible for
developing and implementing these policies.
2. CONTINUE INSPECTION PROGRAM FOR LONG-TERM BMPS. MCBCL has an inspection
program for long-term BMPs, most of which are storm water ponds. The storm
water ponds and other long-term structural BMPs, are inspected per permit
requirements. The inspection program includes a schedule for inspection and
maintenance guidance material for each type of BMP. The schedule should be
set based upon the BMPs potential impact on the environment or property should
it fail. MCBCL inspector(s) should be trained on post-construction BMP
maintenance issues specific to each type of structural BMP. This training could
be conducted along with the construction site runoff control inspector training.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue the
existing post-construction BMP inspection program to address NPDES Phase
II requirements and develop and implement a schedule for BMP inspections.
• Reporting and record keeping. Documentation of inspections and any
corrective actions taken (maintenance or repair) will be maintained and kept
under file. Report the continued documentation of inspections and corrective
actions. Document training provided to staff. Report the number of staff
trained.
• Responsible party. The ECB will be responsible for the post-construction
BMP inspections and coordinating required maintenance of the BMPs.
3. POST-CONSTRUCTION BMP TRAINING. Establish a written policy requiring staff
training on post-construction BMP design, installation, and inspection. MCBCL
should provide training materials for staff and contractors on the post-
construction runoff requirements, once established. The materials should focus
on familiarizing staff and contractors on the new requirements and presenting
technical guidance on BMPs that can be utilized to comply with the requirements.
MCBCL should encourage use of non-structural preventative BMPs, but should
also provide sufficient instruction on the structural alternatives that MCBCL feels
are appropriate. This control coordinates with the Public Education and
Involvement controls and can be combined with seminars for erosion and
sediment control training.
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• Measurable goal. By March 10, 2005, after establishing the post-
construction runoff control program policies, provide self-training materials for
staff and contractors on the design, installation and maintenance of the
BMPs.
• Reporting and record keeping. Retain copies of training certifications
and/or attendance lists, showing names of those attending, dates of training
and a general description of training provided. Report the number of staff and
contractors attending.
• Responsible party. The Storm Water Engineer will be responsible for
developing the policies, training materials and ensuring compliance with this
measure.
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7.6 GOOD HOUSEKEEPING/ POLLUTION PREVENTION FOR IN MUNICIPAL OPERATIONS
The mandatory requirements of the NPDES Phase II Good Housekeeping/ Pollution
Prevention for municipal operations minimum control measures are:
• Regulated MS4s must implement a cost-effective operation and maintenance/
training program with the ultimate goal of preventing or reducing pollutant runoff
from municipal operations.
• The good housekeeping program must include employee training on water
quality concerns for park and open space maintenance, fleet and building
maintenance, new construction and land disturbances, and storm water system
maintenance. Training materials are available from EPA, the State, and local
organizations.
The objective of the Good Housekeeping/ Pollution Prevention for municipal operations
minimum control measure is to reduce the amount of pollutants entering receiving
streams by educating staff about pollution prevention techniques for maintenance and
operations activities.
BMPs and Measurable Goals
When compared with the components of the federal regulation, MCBCL has already
implemented many of the components of the federal regulation. However,
improvements should be made in terms of formalizing a program and keeping sufficient
documentation. There are a few key items that should be performed to improve existing
activities.
1. DOCUMENT MAINTENANCE. Document regularly scheduled and reactive
maintenance of streets, infrastructure, drainage systems and other MCBCL
property. Continue tracking maintenance of Base roads and infrastructure.
• Measurable goal. Beginning in Year 1 and ongoing, document continuing
maintenance activities.
• Reporting and record keeping. Maintain documentation of routine
maintenance activities performed on the drainage system, streets and
infrastructure.
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• Responsible party. Public Works will be responsible for continuing this
activity.
2. ONGOING STREET SWEEPING PROGRAM. Continue recurring street sweeping
program. This program is comprised of housing and non-housing areas,
including MCAS aircraft aprons and curbed streets.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
recurring street sweeping program.
• Reporting and record keeping. Maintain documentation of area swept.
• Responsible party. Installations & Environment (I&E) Department will be
responsible for continuing this activity.
3. HAZARDOUS MATERIALS CONSOLIDATION PROGRAM. MCBCL has a program to
evaluate hazardous materials and substances utilized on-Base. The ultimate
goal of this program is to pare down the variety of similar products, which will aid
in reducing shelf life exceedances of hazardous materials.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
hazardous materials consolidation program activities.
• Reporting and record keeping. Verify continuance of program.
• Responsible party. The Storm Water Engineer will coordinate with
appropriate committees to ensure continuance of program.
4. MAINTAIN GOOD HOUSEKEEPING PRACTICES. Good housekeeping practices and
pollution prevention policies and procedures for regulated industrial activities
covered by the SWPPP are in place. Other practices applicable Base-wide
include:
• Pollution Prevention Plan.
• Solid Waste Management Plan.
• Residuals Management: permitted land application of Class A exceptional
quality biosolids.
• Integrated Contingency Plan.
• Integrated Pest Management Plan/ Pesticide Program Management Plan,
which incorporates guidelines for the application of herbicides, pesticides
and fertilizers on the Base.
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• Base policy established for lawn care and fertilization of residential
housing areas. This includes placement of lawn clippings and leaves at
the curb, which are collected with a vacuum truck.
• Base guidelines established for contractors who handle the common
areas.
• Base Housing policy established for pet waste collection.
• Horse stables have a Waste Utilization Plan permit issued by NCDENR.
Waste is collected from the stables and taken to composting facilities at
the MCBCL landfill.
• Vehicle wash areas are provided in several locations on MCBCL and are
connected to oil/water separators.
• MCAS requires fund-raising car wash events to be held on one of the
MCAS vehicle wash facilities, which discharges to the Base sanitary
sewer system.
• Measurable goal. Throughout the five-year permit Years 1-5, document
continuation of good housekeeping practices.
• Reporting and record keeping. Document that pollution prevention policies
and procedures remain in place.
• Responsible party. The Storm Water Engineer will be responsible for
confirming that pollution prevention policies are being followed and may
coordinate with various inspection staff for documentation.
5. MAINTAIN SEPTIC SYSTEM CONTROLS. Continue maintenance of existing 25 septic
systems. In addition to the septic systems, portable latrines are utilized on the
Base. The portable latrines are contracted by MCBCL units and Logistics and
maintained by contractors.
• Measurable goal. Throughout the five-year permit, Years 1-5, continue
maintenance of MCBCL septic systems.
• Reporting and record keeping. Retain documentation of systems’
maintenance of septic systems.
• Responsible party. Public Works will be responsible for maintenance of the
septic systems.
6. ILLEGAL DUMPING CONTROL. MCBCL has an existing policy against illegal
dumping and utilizes ECB investigators to find responsible parties for illegal
dumping. The ECB also has procedures in place for the evaluation, removal,
and recycling of dumped materials. Efforts should be made through the Public
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Education minimum control measure to educate the general public and
contractors on illegal dumping, the hazards associated with it, and how to identify
and report possible problems. This information can be included in the brochures,
residential newsletters, and flyers noted in the Public Education minimum control
measure discussed previously.
• Measurable goal. Throughout the five-year permit, Years 1-5, document
continuance of procedures. See also Public Education minimum control
measure regarding outreach efforts.
• Reporting and record keeping. Document continued response to illegal
dumping complaints or finds. See also Public Education minimum control
measure.
• Responsible party. ECB will be responsible for documenting illegal dumping
incidents and resolutions.
7. CREATE STANDARD OPERATING PROCEDURES ADDRESSING STORM WATER QUALITY.
This should be incorporated with the comprehensive SW M Base Order or policy
discussed in the Illicit Discharge minimum control measure. The standard
operating procedures (SOPs) created could be integrated into manuals and other
standard documents for use by staff and contractors. MCBCL will use this
guidance presented in the order for training purposes and also to document that
MCBCL performs activities in an environmentally friendly manner. Examples of
activities that may need SOPs include grass mowing, fertilizer and pesticide
application, ditch maintenance, storm drain line cleaning, and internal storm
sewer system maintenance.
• Measurable goal. See Illicit Discharge Detection and Elimination minimum
control measure.
• Reporting and record keeping. See Illicit Discharge Detection and
Elimination minimum control measure.
• Responsible party. See Illicit Discharge Detection and Elimination minimum
control measure.
8. EXPAND GOOD HOUSEKEEPING PRACTICES TO MUNICIPAL OPERATIONS. Expand good
housekeeping practices and pollution prevention policies and procedures for
municipal operations.
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• Measurable goals. In Year 2, evaluate good housekeeping practices and
pollution prevention at Public Works facilities. Incorporate additional good
housekeeping practices and pollution prevention policies and procedures at
these facilities, as necessary.
• Reporting and record keeping. Provide documentation that good
housekeeping and pollution prevention procedures are implemented for
municipal operations.
• Responsible party. The Storm Water Engineer will be responsible for
overseeing that good housekeeping measures are implemented.
9. CONDUCT TRAINING. Modify existing training agendas to include and address
water quality and pollution prevention. Document training that has an explicit
water-quality objective. Examples of such training include instruction on:
• Water quality and vehicle maintenance yards;
• Waste disposal practices, such as grease disposal for the cafeteria,
used oil handling and recycling, and hazardous materials;
• Street shoulder, ditch and catch basin maintenance;
• Maintenance practices along stream banks;
• Stream bank stabilization alternatives;
• Illicit discharge detection and source location;
• Maintenance of water quality BMPs.
• Measurable goal. Provide training to pertinent staff.
• Reporting and record keeping. Document that training has been provided
to appropriate staff. Report the number of staff trained.
• Responsible party. EQB will be responsible for coordinating training.
A summary of the BMPs, their measurable goals, implementation year(s) and
responsible party(ies) is provided in Table 2.
MCB Camp Lejeune and MCAS New River Storm Water Management Plan 52 March 2003 TABLE 2. STORM WATER BEST MANAGEMENT PRACTICES SUMMARY TABLE A. CONTROL 1– PUBLIC EDUCATION Measurable Goals Year 1 Year 2 Year 3 Year 4 Year 5 Responsible Party 7.1.1. Maintain EMD Web site Continue posting and maintenance of EMD Web site already established. x x x x x Environmental Management Division 7.1.2. Maintain Special Training Programs Continue use of the above named programs already established. x x x x x Storm Water Engineer 7.1.3. Continue sponsoring tours of facilities Document dates of tours, number of students in attendance, and topics discussed. x x x x x Environmental Management Division 7.1.4. Expand storm water educational/ informative materials Determine and develop those materials that would most benefit the Base’s needs. Retain a copy of materials produced. Develop the index of materials and post the index on the EMD Web site, which should any relevant information such as location on-Base or sharing/ check-out procedures. x x x x Storm Water Engineer 7.1.5. Expand Contractor Pollution Prevention Education Expand the list of MCBCL personnel that will review the SWPPP Training CD designed for the MCBCL industrial areas to include personnel performing particular municipal operations x x x x Storm Water Engineer 7.1.6. Storm water education programs for school children Storm water pollution prevention education will be provided through live presentations, brochures, or other media. x x x x CETEP Coordinator
MCB Camp Lejeune and MCAS New River Storm Water Management Plan 53 March 2003 A. CONTROL 1– PUBLIC EDUCATION Measurable Goals Year 1 Year 2 Year 3 Year 4 Year 5 Responsible Party 7.1.7. Expand Staff Pollution Prevention Education Expand the list of MCBCL personnel that will review the SWPPP Training CD designed for the MCBCL industrial areas. x x x Storm Water Engineer 7.1.8. Media coverage Arrange storm water related message or advertisement to be incorporated in one of the local media coverages. x x x Storm Water Engineer 7.1.9. Expand special training programs Implement Environmental Awareness course. x x x CETEP Coordinator
MCB Camp Lejeune and MCAS New River Storm Water Management Plan 54 March 2003 B. CONTROL 2 – PUBLIC INVOLVEMENT Measurable Goals Year 1 Year 2 Year 3 Year 4 Year 5 Responsible Party 7.2.1. Stakeholder group meetings Formally establish the stakeholder group. Hold annual meetings of the group to assess storm water program implementation. x x x x x Environmental Management Division 7.2.2 Special Education/ Outreach Days Continue participation in these events and expand to incorporate storm water information. x x x x x CETEP Coordinator 7.2.3. Reporting of Illicit Discharges Post information for reporting non-storm water discharges in Base newspapers, on Web pages and/or Base-wide email messages, and in the annual fliers. x x x x Storm Water Engineer 7.2.4. Storm Drain Markers Select and acquire storm drain markers. Enlist volunteers from Base schools and clubs to place markers on storm drain inlets. Phase the placement of markers to increase number of volunteers exposed to this measure. x x x Storm Water Engineer
MCB Camp Lejeune and MCAS New River Storm Water Management Plan 55 March 2003 C. CONTROL 3 – ILLICIT DISCHARGE DETECTION AND ELIMINATION Measurable Goals Year 1 Year 2 Year 3 Year 4 Year 5 Responsible Party 7.3.1. Maintain Spill Plans and Inspection Programs Continue inspections and implementation of spill contingency plans. x x x x x Storm Water Engineer 7.3.2. Maintain GIS System Mapping and Database Continue GIS updates as necessary. x x x x x Storm Water Engineer, GIS Section 7.3.3. Maintain SWPPP Database Continue use of the eSWPPP to track actions taken to investigate and address illicit discharges. x x x x x Storm Water Engineer 7.3.4. Maintain Materials Management Program Continue operation of the materials management program and dispersal of program information. x x x x x Environmental Management Division 7.3.5. Maintain Household Hazardous Material Education Program Continue the dispersal of household hazardous material disposal information in the outreach materials noted in the Public Education minimum control measure, such as the brochures, newsletters, and Web pages or email messages. x x x x x Storm Water Engineer 7.3.6. Develop and implement program policies Develop and implement Base Order or Policy that addresses allowable discharges. Distribute to staff once developed. x x x Storm Water Engineer
MCB Camp Lejeune and MCAS New River Storm Water Management Plan 56 March 2003 C. CONTROL 3 – ILLICIT DISCHARGE DETECTION AND ELIMINATION Measurable Goals Year 1 Year 2 Year 3 Year 4 Year 5 Responsible Party 7.3.7. Institute a periodic inspection of outfalls as part of the Phase I program Maintain documentation of the inspection dates and findings. Report the number of industrial outfalls inspected. x x x Environmental Management Division 7.3.8. Investigate and address illicit discharges A plan will be developed and implemented to ensure identified non-storm water discharges are tracked and addressed. Measures taken to address the discharge and prevent reoccurrences will be documented. x x x Storm Water Engineer 7.3.9. Complaint Email Account Establish a storm water complaint email account. x x x Storm Water Engineer 7.3.10. Outreach materials See Public Education minimum control measure BMP 7.1.4. x x x Storm Water Engineer 7.3.11. Information for contractors Base contractors will be provided information regarding the prohibition of illicit discharges and illegal dumping. The guidance specifications will be reviewed for adequacy. x x x Storm Water Engineer
MCB Camp Lejeune and MCAS New River Storm Water Management Plan 57 March 2003 D. CONTROL 4 – CONSTRUCTION SITE STORM WATER RUNOFF CONTROL Measurable Goals Year 1 Year 2 Year 3 Year 4 Year 5 Responsible Party 7.4.1. On-going construction plan review and inspection program Continue to inspect plans and construction sites for the installation and maintenance of erosion and sediment control and good housekeeping measures. x x x x x Base Designers, ROICC 7.4.2. Plan review checklists Continue NEPA review process. x x x x x NEPA Office 7.4.3. Pre-construction meeting educational materials for contractors See Public Education minimum control measure BMP 7.1.4. x x x x Storm Water Engineer 7.4.4. Review current enforcement program Review the enforcement of erosion and sediment control measure installation and maintenance for contract work. Identify areas in need of improvement, if necessary. Outline the timeframe for instituting changes. x Storm Water Engineer, ROICC
MCB Camp Lejeune and MCAS New River Storm Water Management Plan 58 March 2003 E. CONTROL 5 – POST-CONSTRUCTION STORM WATER RUNOFF CONTROL Measurable Goals Year 1 Year 2 Year 3 Year 4 Year 5 Responsible Party 7.5.1 Continue post-construction runoff control program Continue implementation of current post-construction control program. x x x x x Storm Water Engineer 7.5.2 Continue inspection program for long term BMPs Continue the existing post-construction BMP inspection program. x x x x x Storm Water Engineer 7.5.3 Post-construction BMP training After establishing the post-construction runoff control program policies, provide self-training materials for staff and contractors on the design, installation and maintenance of the BMPs. By March 10, 2005 Storm Water Engineer
MCB Camp Lejeune and MCAS New River Storm Water Management Plan 59 March 2003 E. CONTROL 6 – GOOD HOUSEKEEPING PRACTICES Measurable Goals Year 1 Year 2 Year 3 Year 4 Year 5 Responsible Party 7.6.1. Document maintenance activities Document continuing maintenance activities. x x x x x Public Works 7.6.2. Ongoing street sweeping program Continue recurring street sweeping program. x x x x x Installations & Environment Department 7.6.3. Hazardous Materials Consolidation Program Continue program activities. x x x x x Storm Water Engineer 7.6.4. Maintain good housekeeping practices Document continuation of good housekeeping practices and pollution prevention policies and procedures. x x x x x Storm Water Engineer 7.6.5. Maintain Septic System Controls Continue maintenance of septic systems. x x x x x Public Works 7.6.6. Illegal dumping control Document continuance of procedures. x x x x x Environmental Compliance Branch
MCB Camp Lejeune and MCAS New River Storm Water Management Plan 60 March 2003 E. CONTROL 6 – GOOD HOUSEKEEPING PRACTICES Measurable Goals Year 1 Year 2 Year 3 Year 4 Year 5 Responsible Party 7.6.7. Develop good housekeeping practices for municipal operations Evaluate good housekeeping practices and pollution prevention at public works facilities. Incorporate additional good housekeeping practices and pollution prevention policies and procedures at these facilities as necessary. x x x x Storm Water Engineer 7.6.8. Create SOPs addressing storm water quality See Illicit Discharge Detection and Elimination minimum control measure 7.3.6. x x x Storm Water Engineer 7.6.9. Conduct Training Provide training to pertinent staff. x x Environmental Quality Branch