Dissecting Proprietary Stormwater Treatment BMPs to Develop Practical Solutions Unbiased Research and Case Studies
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1 Dissecting Prprietary Strmwater Treatment BMPs t Develp Practical Slutins Unbiased Research and Case Studies Maine Strmwater Cnference Prtland, Maine Octber 24, 2017
2 Outline Intrductin Need and prblem Study apprach Device selectin Device installatin 2
3 Intrductin Study Partners Amtrak Envirnment & Sustainability Grup Envirnmental prgrams fr nrtheast crridr Strmwater case studies at Bstn, MA and Grtn, CT facilities Amec Fster Wheeler Envirnment & Infrastructure, Inc. Natinwide cntractr fr Amtrak Engineering and strmwater cmpliance fr Amtrak in New England University f New Hampshire Strmwater Center (UNHSC) Strmwater research center f excellence Prviding unbiased research fr ver 15 years 3
4 Intrductin Amtrak Strmwater Management Needs Prgrams t manage strmwater and ptential pllutants: Strmwater Pllutin Preventin Plans Spill Preventin, Cntrl & Cuntermeasure Plans Envirnmental Mnitring Prgrams and Audits Primary pllutants f cncern: Petrleum prducts Sediment Ptential pllutant surces: Lcmtive fuels, engine fluids, and lubricants Winter sanding, tractin sand, ballast and gravel surface wear 4
5 Intrductin Need, Prblem, and Study Gals Need: Amtrak cntractr prpsed an alternate manufactured (in-grund) strmwater treatment device (Device) fr a prject. Adequate infrmatin was nt available t cmpare the tw Devices in rder t select the Device with the best perfrmance. Prblem: Selecting the mst cst-effective and easy t maintain technlgy fr a strmwater treatment Device can be difficult. Study Gals: Cnduct an unbiased evaluatin f strmwater treatment Devices. Better understand hw t select these Devices fr use at Amtrak facilities. Develp cst-effective slutins that can be readily implemented at existing Amtrak facilities as a standard retrfit. Prvide guidance fr gd engineering design based n strmwater needs. 5
6 Prblem Overview Manufactured strmwater treatment Devices and supprting perfrmance data: Can vary significantly Can be cnfusing t wners, designers, and cntractrs Can be misleading r incmparable Fr example: Des a Dwnstream Defender perfrm the same as a Strmceptr when sized accrding t the manufacturer s specificatins? Des each Device perfrm the same in terms f pllutant remval (e.g., sediment capture and strage)? Hw is perfrmance affected by installatin cnfiguratin and what abut bypassing high flws? What abut maintenance needs and cnstraints? Where can yu find independent research that cmpares varius Devices? 6
7 Study Apprach Summary Review and cmpare available technlgies and manufacturers f prprietary (manhle-style) strmwater treatment Devices Evaluate and cmpare the fllwing: Cnfiguratin ptins (nline versus ffline) Pllutant remval strategy (e.g., swirl r chambered) Manufacturer claimed pllutant remval rates Flw rate versus strage capacity fr sediment and il High flw cnsideratins Maintenance cnsideratins Cst 7
8 Device Selectin Data and Study Results UNHSC participated in the study and prvided mnitring data fr ttal suspended slids (TSS) and ttal petrleum hydrcarbns (TPH) Overall, the data des nt clearly supprt the selectin f ne prprietary strmwater treatment device ver anther. 8
9 Device Selectin Data and Study Results The UNHSC data and study suggest: An ffline, deep sump catch basin (DSCB) with a hded utlet perfrms at least as well as similar devices tested t remve TSS and TPH. 73% TSS remval efficiency 62% TPH remval efficiency A DSCB with a hded utlet als appears t be the mst cst-effective ptin. 9
10 Device Selectin Data and Study Results The factrs that have the greatest influence n pllutant remval efficiency frm strmwater flws appear t be: 1. Bypassing high flws via ffline cnfiguratin r an engineered flw bypass 2. Adequate sizing f the Device 3. Sediment and flatable (petrleum) strage capacity (t reduce maintenance frequency) 4. Ease f maintenance (prper maintenance is critical t perfrmance) Online Cnfiguratin Offline Cnfiguratin 10
11 Device Selectin Amtrak Strmwater BMP Design and Selectin Flw Chart 11
12 Device Selectin Summary An ff-line DSCB with a hded utlet (SNOUT ) was selected by Amtrak as the preferred Device: 5 ft diameter manhle Sump depth = 3 feet belw bttm f SNOUT SNOUT mdel 18R Characteristics and benefits: Materials are accessible and inexpensive (standard manhle, cver, grate and SNOUT ) Ease f maintenance same as standard catch basins Slids strage capacity = ~1.45 cubic yards at recmmended cleaning threshld (50% sump t utlet) Petrleum strage capacity (max. static) = ~115 gallns 12
13 Device Installatin Suthamptn Street Yard, Bstn, MA Facility Overview Device Installatin Lcatin Hazardus Waste Strage Bldg. Slid Waste Dumpsters Industrial Wastewater Treatment Plant 13
14 Device Installatin Suthamptn Street Yard, Bstn, MA Retrfit during an adjacent cnstructin prject Offline: multiple inflws were discnnected DSCB with SNOUT Numerus inlets t frmer catch basin Frmer catch basin cnverted t manhle New deep sump catch basin with SNOUT New ff-line deep sump catch basin 14
15 Device Installatin Suthamptn Street Yard, Bstn, MA Cnstructed in Nvember 2016 New deep sump catch basin with SNOUT SNOUT Installatin Frmer catch basin cnverted t manhle 15
16 Device Installatin Midway MOW Base, Grtn, CT Facility Overview Strmwater discharges t Pqunck River Little r n sumps in catch basin manhles SWPP and SPCC Plans in place t cntrl pllutants and prevent spills Amtrak wanted t prvide a greater level f water quality prtectin Amtrak Midway MOW Base 16
17 Device Installatin Midway MOW Base, Grtn, CT MOW Base Installatin Lcatins (3) Mainline Tracks Pqunck River 17
18 Case Study Grtn, CT HydrCAD mdel develped t evaluate flws, pllutant surces, and pririty areas fr BMP retrfits 18
19 Device Installatin Midway MOW Base, Grtn, CT 75% design fr: 9 ffline DSCB with utlet hds 2 sediment vaults (baffled tanks) Final design fr 3 DSCB (Phase I imprvements) 19
20 Device Installatin Midway MOW Base, Grtn, CT Installed 3 DSCB with SNOUTs Drainage areas vary ~ acre Flws vary ~ cfs (2-yr strm) Simplistic design apprach and specificatins 20
21 Device Installatin Midway MOW Base, Grtn, CT Cnstructed in August 2017 $39,500 cnstructin cst Frmer catch basin New deep sump catch basin 21
22 Device Installatin Midway MOW Base, Grtn, CT 8 ductile irn pipe Frmer catch basin New deep sump catch basin with SNOUT 22
23 Device Installatin Midway MOW Base, Grtn, CT Inlet fr new deep sump catch basin with SNOUT Frmer catch basin cnverted t slid cver Area graded t prvide psitive drainage t new catch basin 23
24 Clsing Remarks Cmpleted an unbiased review f manufactured (in-grund) strmwater treatment Devices A deep sump catch basin with a hded utlet was selected as the preferred Device fr Amtrak facilities Successfully installed the selected Device at tw facilities Rich Niles, Assciate Prject Manager Amec Fster Wheeler, Envirnment & Infrastructure, rich.niles@amecfw.cm James Hule, Ph.D, CPSWQ, CPESC, Prgram Directr UNH Strmwater Center, james.hule@unh.edu 24
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