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NCS000335_DOD SJAFB 2019 Annual Report_20190403
Seymour Johnson Air Force Base 2018 Comprehensive Storm Water Management Program Annual Report Phase I MS4 Permit Number NCS000335 APR 0 3 201) DENR-LAND QUALITY STORMWATER PERM11 I ING The 2018 Comprehensive Storm Water Management Program Annual Report has been prepared in accordance with the base National Pollutant Discharge Elimination System (NPDES) Permit - NCS000335, issued April 1, 2016. The North Carolina Department of Environmental Quality (NCDEQ) Phase I/II MS4 Instructions (Forms SWU-268-091009 & SWU-264-103102) is the guidance document used to prepare this report. On April 1, 2016, NCDEQ Division of Energy, Mineral, and Land Resources authorized and issued the NC NPDES Permit NCS000335 to discharge storm water and continue operation of oil water separators not associated with wastewater discharges from facilities to receiving waters designated as Neuse River and Stoney Creek. This permit shall expire on March 31, 2021. The NPDES Permit, Part III (2), requires an annual review and update of the SJAFB Storm Water Plan (SWP) and Program. SJAFB shall submit a report of this evaluation and monitoring information (including annual deicing and anti -icing usage rates - Section H (2b)) to both the NCDEQ and the Washington Regional Office on an annual basis. The overall objective of the Storm Water Plan is to protect receiving stream water quality by reducing the discharge of pollutants from SJAFB's MS4 to the maximum extent possible through the implementation of the permit programs and the SWP elements described in the plan. `IABLL OF CONTENTS 1. STORM SEWER SYSTEM INFORMATION.......................................................................... 1 1.1. Population Served................................................................................................................... 1 1.2. Growth Rate............................................................................................................................ 1 1.3. Jurisdictional and MS4 Service Areas.................................................................................... 2 1.4. MS4 Conveyance System....................................................................................................... 2 1.5. Land Use Composition Estimates........................................................................................... 3 1.6. Land Use Estimate Methodology............................................................................................ 3 1.7. Total Maximum Daily Load (TMDL) Identification.............................................................. 4 2. RECEIVING STREAMS............................................................................................................. 4 3. EXISTING WATER QUALITY PROGRAMS......................................................................... 6 3.1. Local Programs....................................................................................................................... 6 3.2. State Programs........................................................................................................................ 7 4. PERMITTING INFORMATION................................................................................................ 9 4.1. Responsible Party Contact List............................................................................................... 9 4.2. Organizational Chart ............................................................................................................. 10 4.3. Signing Official..................................................................................................................... 10 4.4. Duly Authorized Representative........................................................................................... 11 5. CO -PERMITTING INFORMATION (NO JOINT CO -PERMITTED) ............................... 11 6. RELIANCE ON OTHER GOVERNMENT ENTITY TO SATISFY ONE OR MORE PERMIT OBLIGATIONS......................................................................................................... 11 6.1. Name of Entity...................................................................................................................... 11 6.2. Measure Implemented........................................................................................................... 12 6.3. Contact Information for the Responsibility Party................................................................. 12 6.4. Legal Agreement................................................................................................................... 12 7. STORM WATER MANAGEMENT PROGRAM PLAN ....................................................... 13 7.1. Public Education and Outreach on Storm Water Impacts .................................................... 13 7.2. Public Involvement and Participation................................................................................... 18 7.3. Illicit Discharge Detection and Elimination......................................................................... 20 7.4. Construction Site Storm Water Runoff Control.................................................................... 24 7.5. Post -Construction Storm Water Management in New Development and Redevelopment.. 25 7.6. Pollution Prevention/Good Housekeeping for Municipal Operations .................................. 27 8. DEICING AND ANTI -ICING CHEMICAL USAGE RATES ............................................... 29 9. STATE ANNUAL MONITORING REPORT FORM............................................................ 30 10. NPDES PERMIT NCS000335 CERTIFICATION STATEMENT ........................................ 33 1 TABLES Table 1-1 Installation Population................................................................................................1 Table 2-1 Middle Neuse River Basin - 03020202.......................................................................5 Table 4-1 Contact Information....................................................................................................9 FIGURES Figure1-1 UA Boundary Map......................................................................................................2 Figure 1-2 SJAFB Land Use Chart (Base General Plan).............................................................3 Figure 1-3 SJAFB Land Use Map................................................................................................3 Figure 1-4 2014 Middle Neuse Watershed (303(D) Report)........................................................5 Figure 4-1 CES Organizational Chart.........................................................................................10 ii 1. STORM M SEWER SYSTEM INFORMATION 1.1. Population Served. Describe the permanent and seasonal population served by the MS4 system. The source of the permanent population data should be listed. Methodology should be provided for any seasonal population estimates, as well as a description of the seasonal calendar. Seasonal population is an indicator of the stress placed on the MS4 during peak demands. Seymour Johnson (SJAFB) AFB is the home of the 4th Fighter Wing, which is located within the southern boundary of the city of Goldsboro in Wayne County, North Carolina approximately 50 miles southeast of Raleigh. SJAFB has occupied its current location and conducted operations since April 1956. The target audience 4th Fighter Wing, is the base's host wing, and is home to the multi -role, all-weather F-15E Strike Eagle and provides worldwide deployable aircraft and personnel capable of executing combat missions in support of the Aerospace Expeditionary Force. The 4th Fighter Wing provides logistical support to an Air Force Reserve wing, 916th Air Refueling Wing, which is a tenant wing responsible for maintaining and operating the KC- 135R Stratotankers. Also the 567th Red Horse Squadron provides the Air Force with a highly mobile civil engineering capability in support of contingency and special operations worldwide. Several military dormitories, a lodging facility, and AAFES (Civilian Gas Station, Shoppette, and Barber Shop) are also located on base. NPDES Permit writer Mr. Mike Randall confirmed on 311612017 that the SJAFB could use the drinking water permit population for the population served. The Drinking Water Permit population served is 6,875. 1.2. Growth Rate: The population growth rate for the service area should be calculated based on the simple analysis of the relative change between the US Census populations in 1990 and 2000 stated as a percent change, annualized by dividing the percent change by 10. If your jurisdiction incorporated after 1990, use the based population established at the time of incorporation in place of the 1990 Census number to establish the change in population as a percent change as measured in 2000. More recent population data can be used to document the growth rate, if available. According to US Census website — "https://www.census.gov/quickfacts/table/PST045216/3726880, 0011, the 1990 Census Goldsboro population was 40,709. As of July 1, 2017, it was 35,197. Percent change was 100*(35,197 - 40,709)/40,709 = -13.5% (divided by 26 =-0.5%). 1.3. Jurisdictional and MS4 Service Areas: List the jurisdictional and MS4 service area in square miles. Seymour Johnson AFB has 3,243 acres (5 square miles) but 977 acres (1.5 square miles) of the base (housing area) is outside of the base's MS4 Urbanized Area (UA). UA is based on the US 2010 Census. The map (Figure 1-1 red line below) shows the UA boundary. Figure 1-1. UA Boundary Map 1.4. MS4 Conveyance System: Briefly describe the composition of the existing MS4 system (pipes, ditches, sheet flow, etc.) and state of maintenance of the system. This narrative should give the reader a genera l feel for how your storm water is transported to receiving streams and what kind of maintenance activities are currently performed. Seymour Johnson AFB has a network of piped and an open -channel storm water drainage system that collect and transport storm water runoff on and off the installation. The pipe network at SJAFB consists of approximately 50 miles of storm drainage pipes. The pipe system collects and empties storm water from the east side of the base (around Military Family Housing) and distributes runoff to Hospital Creek. Pipes collect storm water runoff from the south side of the base (Flight Line) and distributes storm water to outfalls that discharge into either Burge Ditch or Mayfield's Ditch. Storm water runoff from Bulk Fuels area and Hangar Row empties into the Prison Ditch. Lastly, three small ponds collect runoff from the grounds area of the Golf Course. This storm water eventually goes underneath the flight line and empties into Burge Ditch. Storm water from Burge Ditch empties into the Neuse River. Civil Engineering Heavy Repair is responsible for maintaining the storm water draining system. In addition, a landscaping contractor maintains all the grounds, swales, and ditches on base and collect litter and debris from grounds area. The Water Quality Manager, with help from the Storm Water Pollution Prevention Team, monitors streams and ditches to address or report any non -storm water, spills, or illicit discharges. The base will initiate spill response procedures if unauthorized pollutants are discharged to streams. 01 1.5. Land Use Composition Estimates: Estimate the percentage of'the MS4 service area that is under residential, commercial, industrial, and open space land use (Figure 1-2). Refer to Figure 1-3 for land use map. LAND USE Open Space and Recreational 27% Other Industrial Water._ 2%_ 9% Aircraft 6% ( Operations and Maintenance 9% _ Administrative 1% �'— Medical 1% Community 2% Housing 10% Airfield 33% Figure 1-2. SJAFB Land Use Chart (Installation Development Plan) e L.g.nd AMwniNrWwe ®FbuHnq Unaccompanotl C3 MAapa°0° ti ax opa antl MaeRenanu Intlu 1 __] nerraaa,ranu � Meaicxroenul �CanmwulY Comm.±gal Open Spau9uler lone GammunpY $prvKC omluor Recreat.cn Ybuan°AccomPan:ea IIIII, I'vto� Figure 1-3. SJAFB Land Use Map 3 1.6. Land Use Estimate Methodology: Within the framework of the Installation Development Plan, land use planning is a rational, sequential decision -making process. It is rational in its orderly approach. First, the base identifies and drafts the land use goals and objectives. Next, a needs assessment is completed, with full consideration of the unique constraints and opportunities that exist at that particular base. The information collected helps to develop a land use plan, clearly identifying areas by functional use. Finally, the plan guides future development. The planning process must be a dynamic one, capable of accommodating change, when change dictates. An Area Development Plan (ADP) is a conceptual long-range plan for a specific area within the base. A charrette process (see explanation below) results in the selection of a preferred alternative from a number ofpreliminary alternatives within ADPs. Charrette stakeholders include personnel within functions/facilities of ADP areas, as well as civil engineering, infrastructure, communications, emergency response, quality of life, and force protection personnel. The Charrette Process Charrette is a French word meaning "little cart." The use of the word charrette to describe a design process stems from the 19th century, when French art and architecture students busied themselves to finish their final projects. As the deadline came, the students would toss their projects into the charrette to be reviewed. A charrette is an intensive design workshop designed to facilitate open discussion between stakeholders of a development project. The charrette team works together to find design solutions that will result in a clear, detailed, realistic vision for future development. The design professionals and the stakeholders share this information. The resulting vision can be based predominantly upon the issues that stakeholders feel are most crucial to them. 1.7. Total Maximum Daily Load (TMDL) Identification: The Environmental Protection Agency (EPA) or the North Carolina Department of Environmental Quality have the authority to establish and issue a TMDL allocation on a body of water or receiving stream. Acknowledge if your MS4 discharges into such a controlled body of water or receiving stream. Section 303(d) of the Clean Water Act requires the identification of water bodies that do not meet, or are not expected to meet water quality standards (i.e., impaired water bodies). The affected water body, and associated pollutant or stressor, is then prioritized in the 303(d) List. The Clean Water Act further requires the development of a Total Maximum Daily Load (TMDL) for each listing. On March 30, 2012, the North Carolina Department of Environmental Quality (DEQ), submitted its final 2012 section 303(d) list of impaired waters to the Environmental Protection Agency for review and again in 2014. A draft 2016 303(d) list has been published and does not show any impaired waters near SJAFB in its listing. The 2014 Middle Neuse Watershed also shows no impairments for the receiving streams around SJAFB. The 2014 303(d) Integrated Report says Insufficient Data. Results are shown on the EPA My Waters Mapper website at: http://watersgeo.epa.gov/mwm/?layer=LEGACY WBD&feature=03020202&extraLayers=null El 2. RECEIVING STREAMS Complete a table (as shown in the table below - Middle Neuse River Basin-03020202) for each river basin within the MS4 service area. The websites and resource contacts listed below under Information Sources will help you locate the information you need. Your river basin table should list the primary streams that receive storm water runoff from the SJAFB MS4 jurisdictional area. Primary streams are those that shows on a USGS topo map or SCS map. Streams that are shown on the USGS or SCS maps but do not have a name shall be listed as an unnamed tributary to the nearest named downstream receiving water body. For each stream, the water quality classification(s) and the NCDEQ Use Support Rating list. The water quality classification and/or use support rating for a single stream may change over its length. Therefore, stream segments identified by index number and the corresponding water quality classification and use support -rating list. Your river basin table should also briefly identify any specific water quality issues identified in the most recent NCDEQ river basin water quality plan, 303(d) List or identified at the local level. Issues can include specific pollutants of concern, pollutant sources and activities of concern, etc. Information Sources: Which river basin are you in? http://h2o.enr.state.nc.uslbasinwidelwhichbasin.htm Stream Index Numbers: http: //h2o. enr. state. nc. us/bims/Reports/reportsWB. html Water Quality Classifications: http://h2o.enr.state.nc.uslbimsIReportslreportsWB.html Table 2-1. Middle Neuse River Basin — 03020202, Reporting Year 2014 Receiving Water Quality Use Support Water Quality 303(d) Stream Name Stream Segment Classification Rating Issues List Stoney Creek 10.7 miles from source C;NSW Insufficient No TMDL to Neuse River Data Neuse River 21.5 miles C;NSW Insufficient No TMDL Data Figure 1-4. 2014 Middle Neuse Watershed shows no impairments for the receiving streams around SJAFB. 2014 303(d) Integrated Report says Insufficient Data http://NCDEQ.maps.arcgis.com/appsNiewer/index.html?appid=bd3ad327aeea4dla9802ee 1205c0b2ce 5 1 R Jemu"� Fc�7�' s�aa+ "�. j^x��•. ,�'G'F'#ti?ti.4lR;Md�Y�. 2014 Integrated Report 2014 Integrated Report 2 - Supporting except for — statewide fish tissue mercury — 3 - Insufficient data 4 - Impaired - has TMDL or alternative plan 5 - Impaired (303(d) list) - - needs TMDL or alternative plan Waters with no data, only statewide fish tissue N1,,.Ma, mercury I 3. EXISTING WATER QUALITY PROGRAMS 3.1. Local Programs: List and briefly describe the existing water quality programs that are implemented by your community within the MS4 service area. This includes such programs as Water Supply Watershed Protection, delegated Erosion and Sediment Control, Neuse NSW Urban Storm Water, Land Use Plans, etc. SJAFB Local Programs: Base General Plan: The General Plan (GP) is the capstone of the comprehensive planning process. It provides the Commander, 4th Fighter Wing (FW); Commander, 916th Air Refueling Wing (ARW); and subordinate leaders with a synopsis of those factors affecting the development of SJAFB. GP identifies and assesses the natural, cultural, environmental and operational factors (existing land uses) that may impact future construction at SJAFB. Storm Water Pollution Prevention Program: The purpose of the Storm Water Pollution Prevention Program is to satisfy regulatory requirements associated with the base's storm water National Pollution Elimination System Permit No. NCS000335 and facilitate the management of activities that may impact water quality. Illicit and Nonpoint Source Control Program: The Illicit and Nonpoint Source Control Program includes procedures and requirements for completing dry weather flow investigations; spill response; completing corrective actions on discovered pollutants and stopping the source of discharge; and, creating a complaint call number and website. Integrated Natural Resources Management Plan (INRMP): The INRMP reflects the US Air Forces' (USAF) approach to natural resources management, stewardship, summarizes, baseline information and agreements, which complies with regulatory and planning processes. Such as Ct, those required by the Sikes Act improvement Act (SAIA) of 1997, National Environmental Policy Act (NEPA), Endangered Species Act (ESA) and the Clean Water Act (CWA) is accomplished. The INRMP is prepared in cooperation with the US Fish and Wildlife Service (USFWS), North Carolina Wildlife Resources Commission (NCWRC), Air Force Civil Engineer Center (AFCEC) and SJAFB natural resources office. Comprehensive Watershed Protection Plan (CWPP): The objective of the CWPP is to implement and enforce a program to address storm water runoff from new development and redevelopment projects, including public transportation maintained by SJAFB, that disturb greater than or equal to one acre. Demolition projects and /or added projects that add impervious areas, other than routine maintenance and improvement projects, that are greater than 5,000 sq. ft., reported in the Stormwater Annual Report. Project information will include brief description, permits issued, receiving streams, drainage area, net proposed impervious area (sf), structural control measures, impervious area and remaining credits. Information on SJAFB runoff volumes, natural resource areas, soils, and critical habitat can found in the CWPP. After the 2007 baseline year for EISA 438 requirements, Seymour Johnson AFB employed a CWPP Strategy (whole base approach) that reduced its impervious footprint by over 69 acres by FY201 land increased to 70.31 acres in FY14 due to some demolition projects. Through 2018, SJAFB has established a remaining 56.59-acre credit used to offset new development until the credit completely consumed. Even though SJAFB has an established credit, the base, via the CWPP, will continue to protect natural resource areas, riparian buffers, utilize low impact development and green infrastructure practices (retrofits) as a part of its design considerations. Spill Prevention, Control, and Countermeasures (SPCC): The purpose of this Spill Prevention, Control, and Countermeasures (SPCC) Plan is to describe measures implemented by Seymour Johnson Air Force Base (SJAFB) to prevent oil/fuel discharges from occurring and to prepare SJAFB to respond in a safe, effective, and timely manner to mitigate the impacts of a discharge. This Plan has been prepared to meet the requirements of Title 40, Code of Federal Regulations, Part 112 (40 CFR 112). 3.2. State Programs: List existing programs implemented by the state within the M54 service area. These include programs such as CAMA, State Storm Water Management, Erosion and Sediment Control, Riparian Buffers, etc. City of Goldsboro is a member of the Clean Water Education Partnership (CWEP). CWEP is a cooperative effort among local governments that provides public awareness and outreach information to members of the Goldsboro community including SJAFB. The CWEP usually runs one television campaign per fiscal year, utilizing both network broadcast and cable television outlets. The CWEP shows its television spots in area cinemas as funding allows. The CWEP typically develops and alternates two radio spots - one "action" spot and one "awareness" spot for each radio campaign. Lastly CWEP created a website in 2002 https://www.facebook.com/NCeleanwater to provide additional information to the public. Its 2014 CWEP Annual report can be found at: http://www.nccwep.org/pdf/CWEP FY14 Annual Report.pdf 7 Existing State Programs Implemented. Erosion and Sedimentation Program: The NCDEQ Division of Land Resources "Erosion and Sedimentation Program" includes procedures for public input; sanctions to ensure compliance; requirements for construction site operators to implement appropriate erosion and sediment control practices; review of site plans that incorporates consideration of potential water quality impacts; and procedures for site inspection and enforcement of control measures. Sedimentation Pollution Control Act (SPCA) Self -Inspection Program: Effective October 1, 2010, the Sedimentation Pollution Control Act was amended to require that persons responsible for land -disturbing activities larger than one acre to inspect a project after each phase of the project to make sure that the approved erosion and sedimentation control plan is being followed. The self -inspection program combined with the weekly self -monitoring program of the General NPDES Storm Water Permit NCGO10000 for Construction Activities. Beginning August 1, 2013, the Division of Energy, Mineral, and Land Resources are responsible for administering both the SPCA and the NPDES General NPDES Permit NCGO10000. Neuse River Basin: Nutrient Sensitive Waters Management Strategy: Nutrient Management (0.239): The following is the management strategy for nutrient management in the Neuse River Basin. Persons shall obtain a certificate issued within five years of the effective date of this rule by the Cooperative Extension Service or the Division of Environmental Quality; which verifies completion of training and continuing education in nutrient management. Within one year from the effective date of this Rule, the Division of Environmental Quality, in cooperation with the Cooperative Extension Service, shall conduct a sign-up process for persons wishing to take the nutrient management training. 15 A NCAC 02 B .0233 Nutrient Sensitive Waters: The Nutrient Sensitive Waters Management Strategy is required for maintaining and protecting existing riparian buffers in the Neuse River Basin; and, to maintain their nutrient removal functions. This Rule shall apply to 50-foot wide riparian buffers directly adjacent to 19 surface waters in the Neuse River Basin (intermittent streams, perennial streams, lakes, ponds, and estuaries), 20 excluding wetlands. Because SJAFB lies within the basin, all intermittent and perennial streams on Base fall under this rule. Fifty (50)-foot buffer zones on both sides of the streams are protected and removal of vegetation in the riparian buffer zone requires compliance with the rule. Continuation of existing management practices (such as periodic mowing within the buffer zone) is exempt. All projects that could potentially impact the Neuse River or its tributaries will be reviewed for compliance with the Neuse River Buffer Rule, and practicable avenues of avoidance of buffer zone impacts will be considered. Mr. Chris Pullinger from NCDENR stated that as far as any maintenance of the feature in its present state/extent, the riparian buffer would measure 50 feet in width on each side, as measured from the top of the bank of the feature, which is very likely the edge of water in this case. The buffer is broken into 2 zones, with Zone 1 being the first 30 feet from the top of the bank, and Zone 2 being the next 20 feet out. Vegetation maintenance in those zones is as follows: Zone 2 can be maintained as grass, and even graded, as long as sheet flow/diffuse flow is maintained across all of the buffer, and none of the vegetation in Zone 1 is compromised. In Zone 1, selective removal by hand of dead and diseased trees can be done (and it's best to document this with pictures), as well as the removal (by hand) of nuisance/invasive species like Chinese Privet (chris.pullinger@ncdenr.gov). A site visit from the regulator might be useful in identifying features. In the Neuse River Basin Watershed the buffer applies to: intermittent streams, perennial streams, lakes, ponds, estuaries and modified natural streams that are depicted on the most recent printed version of the soil survey map prepared by the Natural Resources Conservation Service OR the 1:24,000 scale quadrangle topographic map prepared by the U.S. Geologic Survey. • The Neuse River Riparian Buffer Rules do not apply to the following waterbodies: o Any "surface waters" that do not appear on either of the above -named soils or topographic maps. o Any ephemeral streams (sometimes referred to as sloughs, swales, gullies or storm water channels). o Man-made ditches or canals that are not intended for water navigation or boat access. o Man-made ponds and lakes that are located outside natural drainage ways. 4. PERMITTING INFORMATION The main office of responsibility for complying with the Seymour Johnson NPDES Permit NCS000335 requirements is the Civil Engineering Installation Management Flight. The base Storm Water Manager is responsible for coordinating, implementing, and addressing all minimum measure goals. 4.L Responsible Party Contact List. Provide a list or table of each measurable goal and the contact information for the person and/or position that are responsible for implementation of each goal listed. Contact information for existing positions must include name, position, title and a contact phone and fax number. The following table lists the contacts for SJAFB personnel who are responsible for the Storm Water Management Program goals include: a. Public Education and Outreach; b. Public Involvement and Participation; c. Illicit Discharge and Elimination; d. Pollution Prevention and Good Housekeeping, e. Construction Site Runoff Controls, f. Post Construction Controls. E TABLE 4-1. CONTACT INFORMATION Phonel Contact Title/Unit Fax Person E-mail Minimum Measures 4 CESICEIE, 722- Mr. ronnie.wilson@us.afmil 1. Public Education & Outreach Storm Water 51681 Ronnie 2. Public Involvement & Participation Quality 722- Wilson 3. Illicit Discharge & Elimination Program 5179 4. Pollution Prevention & Good Housekeeping 5. Construction Site Runoff Controls 6. Post Construction 4 CESICEIE, 722- Vacant 1. Public Education & Outreach Environmental 51681 2. Public Involvement & Participation Management 722- 3. Illicit Discharge & Elimination Leader 5179 4. Pollution Prevention & Good Housekeeping 5. Construction Site Runoff Controls 6. Post Construction Controls 4 CESICEI, 722- Ms. Jodi jodi fussell. l @us. of mil 1. Public Education & Outreach Installation 51681 Fussell 2. Public Involvement & Participation Management 722- 3. Illicit Discharge & Elimination Flight Chief 5179 4. Pollution Prevention & Good Housekeeping 5. Construction Site Runoff Controls 6. Post Construction Controls 4 CESICEN, 722- Mr. brian joyner@us. af mil 1. Construction Site Runoff Engineering 5145 Brian Controls Flight Chief Joyner 2. Post Construction Controls 4.2. Organizational Chart: Provide an organizational chart that shows where the responsible parties listed above fit into the structure of your organization. Figure 4-1. CES Organizational Chart Enlisted Manager) I ' (commander) Enlisted Managee) H (Commander) Lt Cot Ross r2( CMSgt Carlos Nurse -,CES/CCF (First '4,CES/CCQ 4 CES/CD (Deputy Base Sergeant) MSgt (Squadron Section Civil Engineer) Michael Smith CC) Lt Michael Mr. Dennis Goodson, PE l I ,CES/CED (Explosive I Q,gEg, Disposal) Cap- Derek pAft Emergency 4 CES/CEF (Fire Emergency Services} Services Mr. Sean S1R(i kX Leadership - 4,CES/CEX (Readiness and Emergency lW Mr. Brian Falconer S 4 CES/CC (Commander's Secretary) Ms. Shirt Warner ',CES/CEI (Installation Jodi FWAA 4, CES,/CES (Operations) JUj Joseph � R'odd Class _'�i Support ��1 1 4 CES/CEN (Engineering) Brian Joyner. PE 4.3. Signing Official: A principal executive officer shall sign the application and permit application report; ranking elected official or duly authorized representative. Provide the name, position and a brief explanation of why the signing official is the appropriate person to sign the permit application. 10 Mr. Dennis Goodson is the Deputy Base Civil Engineer for the 4th Fighter Wing, 4th Civil Engineering Squadron (CES). The Installation Civil Engineering Squadron (via 4 CES/CEI) has overall responsibility of the installation's environmental program (AFI 32-1067). 4 CES/CEI (Installation Management Flight) in CES is the installation commander's organization for ensuring the storm water program is in compliance with the base National Pollutant Discharge Permit (NPDES) NCS000335. 4.4. Duly Authorized Representative: If you are delegating permit application responsibility to someone other than the signing official, provide documentation that the person is duly authorized. A person is a duly authorized representative for matters concerning the NPDES storm water application and permit only if • The authorization is made in writing by a principal executive officer or ranking elected official; • The authorization is approved through board action by an appropriate body such as City or Town Council, County Commissioners or similar authority; • The authorization specifies either an individual or a position 'having overall responsibility for environmental/storm water matters; and • The written authorization submitted to the Director along with the Storm Water Management Program Plan. Air Force Instructions 32-1067 (pg10) instructs and directs the Office of Primary Responsibility (OPR) for the SWP document, applying for permits, ensuring compliance, and establishing local procedures for the storm water program to be the Civil Engineering, Installation Management Flight (CEI). 5. CO -PERMITTING INFORMATION An M54 may work with another M54 or group of MS4s to develop and implement the Phase II storm water program within their jurisdictional area. If subject M54s are working jointly on development and implementation of all required minimum measures, then those entities may apply for a single NPDES permit as co permittees. The Seymour Johnson AFB MS4 is working with the City of Goldsboro's MS4 to ensure available public awareness information provided to city and to base personnel. 6. RELIANCE ON OTHER GOVERNMENT ENTITY TO SATISFY ONE OR MORE PERMIT OBLIGATIONS If you are relying on another government entity to satisfy one or more permit obligation and are not applying as co permittees, provide the following information on each entity and the permit obligation: 6.1. Name of the entity(s): The NCDEQ Division of Energy, Mineral, and Land Resources, Erosion and Sediment Control Program 11 The City of Goldsboro and Clean Water Education Partnership 6.2. Measures Implemented. Phase Il Construction Minimum Measure: Sedimentation and Erosion Control are met via General Permit NCGO 10000 Requirements. This program includes state review of procedures for public input, sanctions to ensure compliance, requirements for construction site operators to implement appropriate erosion and sediment control practices, review of site plans that incorporates consideration of potential water quality impacts, and procedures for site inspections and enforcement of control measures. Phase II Public Awareness and Outreach - City of Goldsboro is a member of the Clean Water Education Partnership (CWEP), which provides public awareness information to members of Goldsboro including SJAFB. CWEP usually runs one television campaign per fiscal year, utilizing both network broadcast and cable television outlets. CWEP shows its television spots in area cinemas as funding allows. CWEP typically develops and alternates two radio spots - one "action" spot and one "awareness" spot - for each radio campaign. CWEP usually runs one radio campaign per fiscal year during the summer. CWEP also has a website that provides storm -water awareness information and videos (https://www.facebook.com/TJCOG/videos/1662066950482225to educate citizens about protecting water quality in the Tar -Pamlico, Neuse and Cape Fear River Basins. https://www.facebook.com/NCcleanwater 6.3. Contact Information for the Responsible Party: • Name - Dennis G. Goodson • Address - 1095 Peterson Ave, Seymour Johnson AFB NC 27531 • Phone Number - (919) 722-5142 6.4. Is a legal agreement in place to establish the relationship and responsibilities of both parties? Yes, via Financial Responsibility/Ownership Form and the approved Sedimentation and Erosion Control Plans for construction sites greater than 1 acre. 12 r 3 C; _ o cz � � o � • .ycqj w �4. 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NPDES PERMIT NCS000335 CERTIFICATION STATEMENT (PART IV, 2(C)): I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties of submitting false information, including the possibility of fine and imprisonment for knowing violations. Type or Print the following information: Name: DENNIS G. GOODSON Area Code & Telephone No.: (919) 722-5142 Official Title: Deputy Base Engineer Signature: de'-"--jn 4 d-� Date Signed: Z 7 1' eur 2 019 W