Core Stormwater Products. Phillip Taylor Hydro International Stormwater Solutions Specialist

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1 Core Stormwater Products Phillip Taylor Hydro International Stormwater Solutions Specialist

2 Certificates Certificates of attendance will be ed to all those that have signed in today. After the presentation there will be a very short survey. A follow up will go out with contact details for people mentioned in this presentation.

Hydro International Office Locations Hydro International Wastewater Division Ely, Cambridgeshire, UK Hydro International International Division Clevedon, Somerset UK Hydro

3 Hydro International Office Locations Hydro International Wastewater Division Ely, Cambridgeshire, UK Hydro International International Division Clevedon, Somerset UK Hydro International Stormwater Division Clevedon, Somerset UK Hydro International Stormwater & Wet Weather Divisions Portland, Maine, US Hydro International Wastewater Division Hillsboro, Oregon, US

Hydro International Operations World Wide Hydro Offer Solutions to the Stormwater, Wastewater, and Wet Weather Industries Headquartered in the UK and in

4 Hydro International Operations World Wide Hydro Offer Solutions to the Stormwater, Wastewater, and Wet Weather Industries Headquartered in the UK and in business for over 40 yrs Operations in America, United Kingdom, Europe, Africa, Middle and Far East, and Australasia, through a network of licensees and distributors

5 Stormwater, Wastewater, Combined Sewer Stormwater Wastewater Combined Sewer Overflows

6 Stormwater Products

7 Hydrodynamic Separators Downstream Defender First Defense High Capacity

8 Screening Baffle Box Hydro DryScreen TM

9 Filtration Up-Flo Filter

10 Flow Control Hydro-Brake

Pollutants Not effectively removed by settling processes Water quality flows up to about 32 cfs (906

11 Downstream Defender Sediment Good removal down to 50 µm (fine sand to coarse silt) Free Floating Trash and Oils Excellent removal Metal & Nutrients Only those associated with sediments Dissolved Pollutants Not effectively removed by settling processes Water quality flows up to about 32 cfs (906 L/s) 4 ft. (1200 mm), 6 ft. (1800 mm), 8 ft. (2400 mm), 10 ft. (3000 mm), 12 ft. (3600 mm) diameter models

12 Downstream Defender Components Concrete Manhole Outlet Pipe Inlet Pipe Dip Plate Center Shaft and Cone Benching Skirt

13 Downstream Defender Flow Path No internal bypass

14 Separated Pollutant Removal & Storage Sediment stored in the sump protected by the center shaft cone and benching skirt Free Floating Trash and Oils held above the inflow

15 Online Placement (Inline) Treats all the flow Sized on peak flow and may oversize for the water quality flow

16 Offline External Bypass Treats only the design water quality event Optimizes the model size

17 Offline Large Treatment Flows Split flow common for large treatment flows Engineering must be carefully considered

18 Inlet Pipe & Hydraulic Grade Line See invert based on outlet invert Top of inlet pipe level with invert of outlet pipe 15 o Max. down angle on inlet pipe Operational Water Level Static Water Level

19 Downstream Defender Approvals NJDEP 50% under latest protocols WADOE GULD Pretreatment Canada ETV On most of the significant local approval lists

20 First Defense HC (High Capacity) Sediment Good removal down to 50 µm (fine sand to coarse silt) Metal & Nutrients Only those associated with sediments Dissolved Pollutants Not effectively removed by settling processes Water flows up to about 50 cfs (1415 L/s) internal bypass 3 ft. (900 mm ), 4 ft. (1200 mm), 6 ft. (1800 mm), 8 ft. (2400 mm), ft. diameter models

21 First Defense HC Components Optional grated inlet High-flow bypass Weir (2) Inlet chute (creates swirl) Outlet chute

22 First Defense - HC Flow Path Inlet chute (creates swirl) Outlet exists against flow direction

23 First Defense - HC Storage Zones Oil Sediment

24 Multiple Pipes & Internal Bypass Bypass Weir

25 First Defense - HC Inverts Matched inverts

26 Offline Systems use a Bypass Manhole Peak flow and oversized pipes can bypass Unit only treats the required treatment flow

27 First Defense Approvals NJDEP 50% under latest protocols Growing list of local approval lists

28 Design Tools DD and FD-HC Online Design Tool Flow Rate Based TSS Removal Canada Design Spreadsheet Flow Rate TSS Removal Net Annual TSS Removal APWA Mid America Regional Council (MARC) Stormwater Manual Design Spreadsheet Effluent Control

29 Downstream Designer

30 Maintenance Trash and Oils Vacuum first Sediment Vacuum down water and sediment, some jetting may be required

31 Hydro DryScreen

32 Hydro DryScreen Application High flow treatment up to 160 cfs (4530 L/s) Pretreatment to LID Coarse TSS removal Trash & debris screening Nutrients

33 Why Use Hydro DryScreen Photo taken on rural bike trail through farmland, 1 mile from nearest outfall (Interstate 75) and 2 miles to nearest residential street Cane Run, Legacy Trail, Lexington KY

34 Hydro Trash Study 2016, Maine Mall, Portland, ME 640 lbs (290 kg) of Trash 28% Food Service Packaging 25% Plastic Film 16% Paper Jared s Hampton Walkway

35 Why Use Hydro DryScreen Organic Load Interception

36 Dry Screenings Outlet Invert Below Screen Level

37 Hydro DryScreen Sizing Tool Allows custom design that optimizes the vault to the target treatment and flow

38 Maintenance Use Standard Vac Equipment Screen must be lifted Confined access may be required Hydro Maintenance Services offers full service contracts

39 Up-Flow Filter

40 Down Flow Must Take Bulk Load Compression Zone

41 Upward Flow Reduces Bulk Load No Compression

42 Head Loss and Invert Drop (508 mm) (787 mm) (229 mm mm)

43 Up-Flo Filter Components Bypass hood Outlet module with bypass Filter module Screens

44 Fluidized Filter Media Upward flow avoids compressing the media TSS load is under the media not above the media

45 Media Filter Module NJCAT Verified Lid Flow distributing media Media bags Flow distributing media Module Mount and Screen

46 Ribbon Membrane Filter Module

47 Membrane Filter Module NJCAT Verified NJDEP Certification coming very soon.

48 Why Media and Membrane Options? Media Filtering Adsorption Chemical reaction Ion exchange Membrane Filtering Very fine particles removal Associated pollutants

49 New Jersey Continuing Education Nick Burns, Hydro s Regional Sales Manager, Jan 2017 will be certified to give NJ CEU s Hour long presentation, lunch and learn Nick Burns, E.I. nburns@hydro-int.com Regional Sales Manager - Mid Atlantic Mobile:

50 Up-Flo Filer Design Spreadsheet

51 winslamm Design Model

52 Up-Flo Filter Pilot Rig

53 Maintenance

54 Jet and Vac

55 Remove and Replace Media

56 Media Packs New and Used Spent Media Fresh Media

57 Maintenance - More Information Hydro Services and Maintenance Division Pasquale Napolitano Commercial Manager Maintenance & Services pnapolitano@hydro-int.com Ph: Training on maintenance Contract cleaning services Spare parts and consumables

58 Treatment Fit - Sediments Filters Silt (<4 µm up) Separators Very Fine Sand (50 µm up) Baffle Boxes Medium Sand (300 µm up)

59 Treatment Fit Particulate Phosphorous Filters Very Good Baffle Boxes Good Removal with Screens Separators Some Removal

60 Hydro-Brake Vortex Valves

61 Vortex Valves Date Back to 1960 s Hydro s founders developed the first vortex valve in the 1960 s and has never stopped refining them.

62 Trade Names Hydro-Brake Hydro holds world rights for the Hydro-Brake Reg-U-Flo Old US trade name is being retired

63 Stainless Steel Valves S Type C Type

64 Plastic Valves (VM and VS Series)

65 Flood Control and Cast In Place

66 Head Hydro-Brake Operation Kick-Flo Flush Flo TM Flow

67 Hydro-Brake Operation

Hydro-Brake Applications Reduced Footprint Volume Reduction by Optimized Outflow Increased Depth Maximize Outlet Size Reduce Chance of Blockage

68 Hydro-Brake Applications Reduced Footprint Volume Reduction by Optimized Outflow Increased Depth Maximize Outlet Size Reduce Chance of Blockage Meet Local Regulation on Min. Outlet Size Energy Dissipation and Aeration Drop Shafts Retrofit Ponds and Pipe Systems Change Peak Flows Optimize Storage

69 Head Stage Discharge Saving Hydro-Brake Vortex Valve Orifice For Equivalent Design Flow Orifice With Equivalent Opening Size Potential Storage Volume Reduction Design head and flow Kickback Flush flow Flow

70 More Efficient Outlet Control 2-3/16 Orifice Inflow Outflow = Storage 4 Hydro-Brake

71 Application Maximize Outlet Size 94% larger outlet diameter 376% larger in outlet area Less chance of blocking

72 Head (Inches) Same Flow Deeper Tank, Smaller Footprint Flow (cfs) 42 inches (6.5 Hydro-Brake) 26.5 inches (4 Orifice)

73 Design Software Currently new design tools are being finalized Contact Philip Taylor

74 Output Printout and.csv File

75 Compatible With Models Can be used with any design model that allows the user to manually input a custom outlet control HydroCAD StormNet SWMM MIDASS Etc.

76 LinkedIn Connection in follow up

77 Thank you Phillip Taylor

STORMWATER MANAGEMENT

DRAINAGE SOLUTIONS SINCE 1908 STORMWATER MANAGEMENT STORMWATER TREATMENT AND FLOW CONTROL ENVIRONMENTAL PROTECTION EASE OF MAINTENANCE RELIABLE PERFORMANCE ARMTEC.COM STORMWATER TREATMENT Armtec is excited