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Adapting to Climate Change with Low Impact Development (LID): Scott Horsley Horsley Witten Group, Inc. Sandwich Boston Providence Newburyport

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Adapting to Climate Change with Low Impact Development (LID):

Scott Horsley

Horsley Witten Group, Inc.

Sandwich Boston Providence Newburyport

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Image  Credit:  New  England  Integrated  Sciences  and  Assessment,  h8p://inhale.unh.edu/Climate/index.html  

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Image  credit:  U.S.  Global  Change  Research  Program  (www.globalchange.gov).  

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Future  Design  Storms?  •  Kirshen  et  al.  (2008)  project  sea-­‐level  rise  onto  Pme-­‐series  of  

past  surge  events  in  the  U.S.  Northeast  to  esPmate  that  the  2005  100-­‐year-­‐event  will  become  the  30-­‐70  year  event  by  2050.  

•  By  2050,  Boston  could  experience  the  current  100-­‐year  riverine  flood  every  two  to  three  years  on  average  and,  by  2100,  the  current  100-­‐year  riverine  flood  is  expected  to  occur  every  one  to  two  years  under  both  the  low-­‐  and  high-­‐emissions  scenarios  (MA  Climate  Change  AdaptaPon  Report)  

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100-­‐Year  Design  Storms  (inches)  

Springfield   Worcester   Boston  

TP40  Design  Storm  (1930  –  1960)    

6.5   6.5   6.6  

Cornell  Design  Storm  (1936  -­‐  2008)    

8.8   8.8   8.8    

Hydrology  Handbook  for  Conserva2on  Commissions:    Appendix  F.  Rainfall  Data  for  MassachuseBs  from  Rainfall  Frequency  Atlas  of  the  United  States  (TP-­‐40).    Users  of  this  Handbook  should  note  that  current  MA  DEP  wriFen  guidance  (see  DEP  Waterlines  newsleFer  -­‐-­‐  Fall  2000)  requires  the  use  of  TP-­‐40  Rainfall  Data  for  calculaJons  under  the  Wetlands  ProtecJon  RegulaJons  and  the  Stormwater  Management  Policy.  More  stringent  design  storms  may  be  used  under  a  local  bylaw  or  ordinance.      

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100-­‐Year  Design  Storms  (inches)  

Springfield   Worcester   Boston  

TP40  Design  Storm  (1930  –  1960)    

6.5   6.5   6.6  

Cornell  Design  Storm  (1936  -­‐  2008)    

8.8   8.8   8.8    

Hydrology  Handbook  for  Conserva2on  Commissions:    Appendix  F.  Rainfall  Data  for  MassachuseBs  from  Rainfall  Frequency  Atlas  of  the  United  States  (TP-­‐40).    Users  of  this  Handbook  should  note  that  current  MA  DEP  wriFen  guidance  (see  DEP  Waterlines  newsleFer  -­‐-­‐  Fall  2000)  requires  the  use  of  TP-­‐40  Rainfall  Data  for  calculaJons  under  the  Wetlands  ProtecJon  RegulaJons  and  the  Stormwater  Management  Policy.  More  stringent  design  storms  may  be  used  under  a  local  bylaw  or  ordinance.      

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Future  Design  Storms  with  ConPnued  Climate  Change  

Source:    University  of  New  Hampshire  

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No  building  present  on  lot,  2005  photo  

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FEMA  100-­‐year  flood,  depth  >  1  foot,  at  2me  building  constructed  

FEMA  100-­‐year  flood,  depth  <  1  foot,  at  2me  building  constructed  

Building  constructed  between  2005  and  2008,  in  loca2on  not  designated  as  FEMA  floodplain  

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Building  constructed  between  2005  and  2008,  now  in  regulated  floodplain  aQer  2010  FEMA  re-­‐study  

100-­‐year  flood,  depth  >1  foot,  from  2010  FEMA  study  

Prior  100-­‐year  flood,  depth  >  1  foot  

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Same  building,  March  2010  flood  (approximately  40-­‐year  flood)  

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Key  Stormwater  RegulaPons  

 Federal  Clean  Water  Act,  NaPonal  Pollutant  Discharge  EliminaPon  System  (NPDES):  •  EPA  2003  MS4  Permits    •  EPA  General  Stormwater  Permit  (MA)    (expected  2013??)    

 

 

 

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Key  Stormwater  RegulaPons  

 Federal  Clean  Water  Act,  NaPonal  Pollutant  Discharge  EliminaPon  System  (NPDES):  •  EPA  2003  MS4  Permits    •  EPA  General  Stormwater  Permit  (MA)    (expected  2013??)    Massachuse8s  IniPaPves:  •  MA  Stormwater  Standards  (jurisdicPon  under  Wetlands  ProtecPon  RegulaPons)  

•  MA  Water  Management  Act  (Sustainable  Water  Management  IniPaPve,  SWMI)  

•  MA  Climate  Change  AdaptaPon  Report/Regulatory  Changes    

 

 

 

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Key  Stormwater  RegulaPons  

 Federal  Clean  Water  Act,  NaPonal  Pollutant  Discharge  EliminaPon  System  (NPDES):  •  EPA  2003  MS4  Permits    •  EPA  General  Stormwater  Permit  (MA)    (expected  2013??)    Massachuse8s  IniPaPves:  •  MA  Stormwater  Standards  (jurisdicPon  under  Wetlands  ProtecPon  RegulaPons)  

•  MA  Water  Management  Act  (Sustainable  Water  Management  IniPaPve,  SWMI)  

•  MA  Climate  Change  AdaptaPon  Report/Regulatory  Changes    Local  Ordinance/Bylaw/RegulaPons  (required  MS4)  

 

 

 

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LID  Stormwater  Management  Techniques  

•  Rain  Barrels  and  Cisterns  /  Water  Re-­‐use  •  Stormwater  Planters,  Tree  PlanPng  •  Permeable  Paving  •  Open  Channels  •  BioretenPon  •  Stormwater  Wetlands  •  Green  Roogop  Systems  •  VegetaPve  Buffers  •  InfiltraPon  

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Permeable  Pavement  

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Rain  Barrels  and  Cisterns  Runoff  ReducPon  &  Water  ConservaPon  

•  Downspouts  directed  to  tanks  or  barrels  

•  50  –10,000  gallons  •  Excess  diverted  to  drywell  or  rain  garden  

•  Landscaping,  car  washing,  other  non-­‐potable  uses  

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Dry  Well  Infiltra2on  of  Roof  Runoff  

DisconnecPon  of  Roogop  Runoff  to  Vegetated  Swale  

Source:  CWP  

Source:  Horsley  Wi8en  Group  

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Permeable  Pavement  

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Vegetated  Swales  Conveyance,  Treatment,  Infiltra2on  

•  Roadside  swales  (“country  drainage”)  for  lower  density  and  small-­‐scale  projects  

•  For  small  parking  lots  

•  Mild  side  slopes  and  flat  longitudinal  slopes  

•  Provides  area  for  snow  storage  &  snowmelt  treatment  

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Source: Larry Gavin

BioretenPon  ApplicaPons  

•  Parking  lot  islands  •  Median  strips  •  ResidenPal  lots  •  Office  parks  

Source: LID Center

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BioretenPon  Cell  Water  Street,  Plymouth  Center,  MA  

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NYC  GI  Design  Criteria  

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New  York  City  –  Bioreten2on  Retrofit  

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Rain  Garden    

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Green  Roofs  •  Stormwater  Runoff  

absorpPon/collecPon  

•  Reduced  flooding  of  and  damage  to  urban  streets  

•  Interior  heaPng  and  cooling  benefits  of  10  degrees  or  more  

•  Air  purificaPon  •  RecreaPonal  amenity  

•  Improved  aesthePcs  

•  Extended  roof  life,  esPmated  at  40  years  

World  Trade  Center,  Boston  

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Stormwater  Planters  

•  VegetaPve  uptake  of  stormwater  pollutants  

•  Pretreatment  for  suspended  solids  before  they  reach  water-­‐treatment  faciliPes  

•  AesthePcally  pleasing  •  ReducPon  of  peak  

discharge  rate  

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Dry  Well  Infiltra2on  of  Roof  Runoff  

DisconnecPon  of  Roogop  Runoff  to  Vegetated  Swale  

Source:  CWP  

Source:  Horsley  Wi8en  Group  

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Natural Conservation Area

Lawn  IrrigaPon  50-­‐100  gals/day  

Dry  Well  

Open  SecPon  Road  

InfiltraPon  Swale  

Roogop/Driveway  Runoff    36-­‐94  gals/day  

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Horsley Witten

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LID  Principles  at  The  Pinehills  

•  Cluster  Development  •  Reduce  Impervious  Areas  •  AlternaPve  Landscaping  •  Stormwater  Management  •  Wastewater  Re-­‐use  •  Nutrient  Management  

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Preserved Historic Sandwich Road

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Horsley Witten

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Stormwater  Management  

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Integrated  Water  Management  

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Water Table Map With Groundwater Flow Arrows

Horsley Witten

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Zone II

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WWTP

Zone II

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WWTP

Zone II

Interceptor/Irrigation Wells

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MWRA Water

Water to Cafe Irrigation & Water Fountain

Floor Washing

Over!ow toSewer

Groundwater Pumping

StorageTank

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THANK  YOU!    

                 QUESTIONS?