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HomeMy WebLinkAbout01m_NCS000250_Research Program Overview_2019NORTH CAROLINA Department of Transportation © tip I soppm WAR4l iTED . Research Program Overview Ryan M. Mullins, PE September 23-25, 2019 Permit Requirements Objectives: • Conduct research with faculty and staff at state universities or other designated institutions that result in independent quantitative assessment of stormwater from NCDOT permitted activities and/or measure structural BMP effectiveness. • Conduct research to enhance or improve existing practices or develop new methods or processes to meet permit requirements. Management Measures Measurable Goalsr— A a. Research Plan Maintain a Research Plan. The Plan shall be in keeping with the guidelines established by the Federal Highway Administration (FHWA) Evaluation and Management of Highway Runoff Water Quality Manual (FHWA-PD-96-032) and FHWA's National Highway Runoff and Data Methodology Synthesis (FHWA-EP-03-054, or any updates). The Research Plan will include: 1. A description of the Research Program and process for requesting funding. 2. A process that identifies research needs in order to improve program areas. b. Submit the Research Plan to DEMLR Modifications to the NCDOT Research Plan shall be submitted to DEMLR. c. Implement the Research Plan NCDOT shall continue to perform and sponsor research to fulfill the Research Plan. Overview of NCDOT Research Program • Originated as a requirement of NCDOT's Phase 1 NPDES permit • Multiple types of funding: — State Planning & Research Program (SP&R) research funds — HSP Funds — Other national sources • Solicit ideas from internal staff and research community • Periodic meetings and research round tables with researchers ncdot.gov Types of Research Projects Post -Construction (permanent measures) • Runoff characterization • BMP performance characterization • Manufactured device evaluation • Vegetation management Construction (temporary measures) • Erosion and sediment control • Vegetation management Legislative Directives • Bridge Stormwater Project ncdot.gov Just How Much Research? An internal compilation for post -construction research alone • 71 sites monitored across NC • 2,751 storm events • 33,579 event mean concentrations • 162 different analytes • Maintain a Research Plan • Extensive list of NCDOT Funded projects listed in Appendix A HI,: S cater Highway Stormwater Program Research Plan Term IV (2015-2020) I.—bmittal to NC De pe,[n.=e[ of E":I'on-sT ' dell:'> Dlvisien c Ereig, I:I, - , aAD ,•: P,e:eurc Prepared for. NC Depar[m of Transportation Hydraulics Unit 1590 Mail Service Center Raleigh, NC 2]fi99-1590 919.]0].fi]OD Prepared by: AEC M Technical Services of North Carolina, Inc. 1500 Perimeter Park Dr Marrirville, NC 27560, USA Hnal May 201] How Has NCDOT Research Data Supported Others? • NCDOT-funded research studies are a significant contributor to the state of knowledge on stormwater management in NC • Development of design tools — DrainMod — SwaleMod — JFSLAT — NC SELDM — MPE • Undersized BMPs • Collaborated with other stakeholders • Extensive NCSU training based on NCDOT data — BMP maintenance recertification — BMP Construction Inspection Training — Other BMP training courses — Erosion and sediment control courses Design Tools MultiSensor Precipitation Estimates Q1 „PnH� (MPE) (Jvc�) R 'coal Highway Looin or reguest an account Forget Your Password? The precipitation estimates provided herein are derived from the NWS WSR-891) Doppler Radar. Radar precipiiatien estimates can be grossly inaccurate, se radar -based precipitation values are calibrated with the routinely available hourly surface gages. The comhined product provides the spatial resolution of radar with the increased accuracy of surface gage networks. These gage -calibrated radar estimates are known as Multi -sensor Precipitation Estimates, or MPE. There are still errors in MPE_ A study by the State Climate Office of North Carolina suggests that MPE compares well with an independent daily precipitation gage network over the Carolinas. Details of this study are available online. The MPE grids used in this tool are routinely produced by the National Weather Service and National Centers for Environmental Prediction. MAP This simple mapping application enables you to visually see accumulated MPE estimates over time. When zoomed in, roads, water features, and town names can be ovedayed for reference. Additionally, your project sites can be noted on the -- = map for additional reference. The past 6, 12, 24, 48, and 72 ,y hours are available to view spatially. 1-week, 30- and 90-day options are also available. ... MY PROJECTS • ~ i This page shows a list of all projects that you are subscribed to receive precipitation alerts from. Each project has a list of associated sites. Accumulated MPE values are listed for all sites in text format_ You can also view all projects_ s ° MYALERTS ° • e ° — • This is the alert management system. This is where to go to 0 ° • manage your e-mail alert subscriptions. ° &.Alhai El r��ruy tlw„•,pwa l GET MORE MPE DATA ielect Layers: MPE ®Prxip Estimate ❑My Project sites Geographic ®County Lines ❑C es ❑Rivers 8 54eams ❑Rt1� a ❑HULA ❑ Interstates ❑Primary Roads ❑secondary Roads ake PDF Multi -Sensor Precipitation Estimates (MPE) Daily Precipitation at coordinates 35,764534201794,-78.578879747521 201MG-DI THROUGH 2O15-07-12 2.2 20 1.B 1,6 1,4 *° 1.2 1.o 0.8 0.6 0,4 o. z ' A A E E E E A rme Period: Lass 24 hours � Perbd 2— ubqa—rib ®moo End Dab I—oF__1 Fib ryas f uo'nd: canny unes — oe in. 0.1 - 0.2In. 0.2 - 0.3In. 0.a - OA in. �0.4-0.5 in. �0.5-O.6in. 0.6 - 0.7 in. —0.7-0.8 in. �0.8-0.9 �0.9-tin. 1 -1.1 in. 1.1 -1.2 in. 1.3 in. 1.3-4.04 in. E E E E E E A E A E o E E Q O 0 0 At. g Tilfl o o Stake Climate Office of North Carolina Multisensar Precipitation Estimate( i Stormwater Runoff from Bridges —Session Law 2008-107 • Statewide monitoring project to study the effects of stormwater runoff from bridges over waterways • Team of over 150 experts, from NCDOT, URS Corp., NCDENR DWQ, USGS, NCSU, Withers & Ravenel, Kimely-Horn & Associates, and others. Stolmwater RLmofffrom Bndges LI o - —::P >, ECaI�gIPn Figure 3.1-1: BSP bridge monitoring program sites and studyareas. CIT!MMU is Stormwater Runoff from Bridges Final Report to Joint Legislation Transportation Oversight Committee In Fulfi l I.. tof Session Law 2008-107 July 2010 IMa 2012i • Characterize bridge deck runoff pollutants • Estimate the effect of bridge deck runoff on surface water bodies • Conduct a pilot study of at least 50 sites • Determine the cost of implementing effective treatments for existing and new bridges over waterways in NC FHWA Poole Fund Studies • FHWA Pooled Fund Study 1399 titled Containment Release from Storm Water Culvert Rehabilitation Technologies: Understanding Implications to the Environment and Long -Term Material Integrity. This study with six other states is studying how to reduce the impacts to water quality from cured -in -place -pipe (CIPP) as well as evaluate structural integrity. • FHWA Pooled Fund Study 1426 titled Structural Design Methodology for Spray Applied Pipe Liners in Gravity Stormwater Conveyance Conduits. This study with three other states is studying the proper installation procedures and structural integrity of centrifugal cast concrete pipe (CCCP). Understanding Pollutant Removal Mechanisms • Performance of vegetated BMPs primarily by settling/trapping, which in turn is a function of particle size • Enhance performance of BMPs • Aid in development of computer models to predict BMP performance (SwaleMod) Swale Optimization Study Particle Size Distribution (PSD) Study Development of New BMP Types —Dune Infiltration WARNING! STORM WATER DISCHARGE AREA WATERS MAY BE CONTAMINATED BY DISCHARGE FROM PIPE - SWIMMING IS NOT RECOMMENDED WITHIN 200 FT OF THIS SIGN DURING ACTIVE DISCHARGE, FOR MORE INFORMATION C t 252-726-6021 OFFICE Of THE STATE KAYS DIRECTOR Development of New BMP Types — Pilot Bioswale • Pursued at request of NCDEQ • Lockwoods Folly Watershed TMDL 9 loved existing concrete lined arch showed promising is for bacteria treatment MTION TRENCH DETAILS I--- WITHERS Si RAVEN EL Development of New BMP Types —Soil Improvements (Tillage) Development of New BMP Types - BFC • Biofiltration Conveyance - BFC Vu I- 1 IVY} Subsurface Flow *Class B riprap "24 ASTM C-33 Sand NTS Cell 4 "Wetland Pools„ • BFC constructed with Armorflex Concrete Mattress instead of rip - rap Current Research Projects Bioswale & Swale Design/Optimization um o r�� CO) LI 4vw l 4 I: ncdot.gov sF Fertilizer & lime application Mixing fertilizer anCIRWT1%.—,�­1 soil s ar r II!w 40, a i �u 'y?!��. V'f �'•�, �? '� '` ��' ,N4 01 �` �y 't! fiY1 sJ}� *'�' .� �� i� a���"+• - ► � i ,yam, .� � � � ���� {`r �j� �1�� ��� �� i . ncdot.gov Dry Detention Basin Optimization Field Site Locations Raleigh — Overgrown Sites "s RpAH�I T V . PEE DEE~ High Paint —Grassed Sites Current Research Projects • Protocol for Outlet Analysis at Highway Sites • Engineered Media for Enhanced Pollutant Removal in Stormwater Control Measures • Optimizing Compost Application Rates for Vegetation Health, Maximal Stormwater Infiltration, and Runoff Quality • Reducing the Environmental Impact of Road Construction • Improved Approaches to Environmental Compliance during Highway Construction Quality Assurance NCDOT has developed a programmatic Quality Assurance Project Plan (QAPP) Sets minimum standards for data quality and reporting STORMDATA NCDOT has currently completed a working draft research database 0 frmAdminllserNav - ❑ X Highway IM ML Stormwater STORMDATA Welcome to NCDOT's known as STORMS collected in NCI)OT-1 Search the Dat ImpartDa Create HRDB-compal Please verify you are using version listed below ggainsi Version No. Y �9's pB de/ve�lroper �,h� Chanee apprural S, Ad- u 3 a� O Y •! itd Oun: sbrf, voeeNns vub@ 1 Event Information 2 3 FIIl out information on all storm eve ntsmeasur.d, wh eth era water quality m plewas taken or not When populating paired sample data(e.g.,influe.tandeffluent)usethesame event number to support pairing. 4 The 5 spreadsheet ma rksoot theeven[mformaton fornon-SOPdatasin,.,tisassumed that there wasa paired rain gaugeon the inlet side. fi ] Event lnfotmati,n = 9 10 1Mango Inlet Pte-Retrofit 1 121712013 Pal, 5.7 C 1 0.39Yn/h,(Smin peek) 11 2 Ma ngolnlet Pre -Retrofit 1 ]Z/8f2013 Pain 10.9 0-0.39 in/h,(Smin peak) ]2 3 Mangolnlet Pre -Retrofit 1 12/9/2013 Pain 24.6 0.94 0.0 in/hr(Smin peak) ]3 4Mango Inlet Pre -Retrofit 1 12/14/2013 Pain 8.8 1 0.]5 m/hr(Smin peak) 14 S Mango Inlet Pte-Ret,ofit 1 12/22/2013 Pain 31.4 3.48 1.]6 M/h,(Smin peak) ll5 6 Mangolnlet P,e-Rehofit 1 1/5/2014 Pain 14.2 0.45 0.28 in/h,(Smin peak) W ] Mango l nlet Pre -Retrofit 1 V1012014 Pain 20.3 1.9 1.25 h/hr(Smin peak) ll] B Mango Inlet Pre -Retrofit 1 1111120M Pa in 5.4 0.25 0.8]in/hr(Smin peak) ]8 9 Mango Inlet P,e-Retrofit 1 1/14/2014 Pain 11.1 0.34 0.26 M/h,(Smin peak) 19 10 Mango Inlet P,e-Ret,ofit 1 1/2912014 Pain 4.1 0.03 -1 inIN(Smin peak) 20 11 Mango Inlet -Retrofit 1 V/ /2014 Pain 4.1 0.2] 0.28 m/h,(Smin peak) 11 11 Mango l nlet PrcRetrofit 1 2/412014 Rain 20.4 0.90 0.41 h/hr(Smin peak) 22 13 Mangolnlet Pre -Retrofit 1 2/19/2014 Pain 2.2 1.09 0.42 m/hr(Smin peak) 23 M Mango Inlet P,e-Retrofit 1 2121120M Rll 1.] 0.72 -1 h ih,(Smin peak) 24 15 Mango Inlet P,e-Ret,ofit 1 31312014 Pain 2.9 0.42 0.6 infh,(Smin peak) 25 16 Mango l nlet Pre -Retrofit 1 3/6/2014 Pain MA 1.63 0.2]in/hr(Smin peak) 26 1] Mangolnlet Pre -Retrofit 1 3116120M Pa in 14 0.24 0.24 in/hr(Smin peak) Z) M Mango Inlet P,e-Retrofit 1 3/1]/2014 Pain 12.6 0.. 0-in/h, (Smin peak) 28 19 Mango Inlet P,e-Ret,ofit 1 3/19/2014 Pain 3 0.11 0.M in/h, (Smin peak) 29 20 Mango l nlet Post -Retrofit 2 4/15/2014 Pain 16.3 2.23 1.59 in/hr(Smin peak) 30 21 Mango l nlet PoshRetrofit 2 411B12014 Pain 15.4 0.32 0.25 in/hr(Smin peak) 31 22 Mango l n let Post-Rehofit 2 412912014 Pa in 4.3 0.2 1.2 in/h,(Smin peak) 32 23 Mango Inlet Post -Retrofit 2 413012014 Pain 1.5 - -in/h,(Smin peak) 33 24 Mango l nlet Port -Retrofit 2 5/]5/2014 Pain 14.9 4.1 3.98 in/h,(Smin peak) 34 2 Mango l nlet Post -Retrofit 2 6/412014 Pain 0.4 0.1 O.S4 in/hr(Smin peak) 35 26 Mango l nlet Post -Retrofit 2 61912014 Pain 4 0.97 3.8 in/hr(Smin peak) 36 27 Mango l n let Post-Rehofit 2 6/11/2014 Pain 2.1 0.. 2.07 M/h,(Smin peak) 3] M Mango l n let Post -Retrofit 2 6/13/2014 Pain 4.2 0.14 1.68 in/h,(Smin peak) 38 29 Mangolnlet Post -Retrofit 2 6/19/2014 Pain 5.9 0." 2.b6 in/hr(Smin peak) 39 30 Mango l nlet Post -Retrofit 2 6121120M Pain 5.3 0.11 1.01 in/hr(Smin peak) 40 31 Mango l n let Post-Rehofit 2 612512014 Pain 0., 0.4 1-in/h,(Smin peak) 41 32 Mango l n let Post -Retrofit 2 71312014 Pain 9.6 0.01 0.25 in/h,(Smin peak) 42 33 Mango l n let Post -Retrofit 2 71912014 Pain 0.6 0.03 1.13 in/hr(Smin peak) a . ... I_I-IPMFI NM Events Rund MjWMe Valaez -I-I - Updates to BMP Toolbox • NCDOT maintains its own BMP manual based on appropriate practices in the linear roadway and non -road environments 0 Research used to guide chapter updates Appe rid ix B Appendix B — N C DOT -S po ns cred Research Projects Investigating Stormw ater Best Management Practice Effectiveness WA -�+G Deprk— t LmMW.N� 7 F— SM9.1 ffT­pm=n lltl� 1t1dY1rt*q-W —fted I-- _d If" n 1: :7 : 1 2-- mcw'n i , '!� ' _rzTF -UR2. M. r1 EMP. 2 t- a -t­! Dlp�t .-w�e, :t:; 3 rsk— aJ ­7 0En'dmnmrjm aa_ jr _m � —I T and Nahraj ..b­ ara he Ft- :-­2 t 2— R_ In ffl� — -; —:-- 11 INCEN7F I j !'t­ 2:- !-t ty a SVP. The . _1 — — t. M—t -MI-W - q'! arotlmca UW e­ mt"l A ,n, C_1t, -ETS In -Gmilwltbr To-pDr2flor and ��E- iGrE hCDOT EMPThor 242014 E-1 NORTH CAROLINA DEPARTMENT or TRANSPORTATION STORMWATER BEST MANAGEMENT PRACTICES TOOLBOX North solim NpKLMMLif TrarrWrutr-n VErsion 2, ApFil 2014 Assessing the Impacts of Highway Runoff in North Carolina with SELDM • Stochastic Empirical Loading and Dilution Model (SELDM) • Developed by USGS and FHWA • NCDOT provided USGS data to enhance model with NC -specific data • Incorporate SELDM into PCSP Process In Short: Decision support tool for determining what stormwater BMPs are needed to protect water quality standards over full spectrum of rainfall and streamflow concentrations. aw.�ea ...rt..�.pa...�m.��a a.. us. o.p.....m.rr,.�.r.�,.�.�� u�enw.r aammin..ew� Assessing Potential Effects of Highway Runoff on Receiving - Water Quality at Selected Sites in Oregon with the Stochastic Empirical Loading and Dilution Model (SELDM) Scientilic Investigations Report 2014-5099 ac e.wy�.i w..r Additional Research Projects -Completed Preventing Straw Mulch from Blowin' in the Performance Standards for Wind: Alternatives to Asphalt Straw Mulch Binding Agents — RP 2015-17 6 Wind Tunnel Testing Additional Research Projects -Completed Evaluating of Flocculants: Optimizing Characteristics and Screening Methods — RP 2015-16 Temporary Comparing Low -Cost Methods for Stabilizing Diversions and Ditches — RP 2014-21 ncdot.gov Questions? NCDOT Highway Stormwater