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HomeMy WebLinkAbout08 SE48_3115 Nantucket Coastal Conservancy 09_27_18 comments         GEOTUBE  MONITORING  WORKSHEET:  SPECIAL  CONDITIONS,  FINAL  OCC,  ISSUED  SEPTEMBER  2015     In  addition  to  the  General  Conditions  contained  elsewhere  in  this  document,  the  Commission  includes  the  following  Special  Conditions   pursuant  to  the  Town  of  Nantucket  Protection  Bylaw,  Chapter  136:             SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   19.  This  order  permits  the  continued  maintenance  of  the   existing  852  ±  foot  long  3-­‐tier  geotube  structure  along   87-­‐105  Baxter  Road  and  the  installation  of  a  fourth  tier   of  geotubes  across  the  existing  system  but  limited  to   the  area  fronting  along  91,  93,  97  and  99  Baxter  Road.   The  applicant  is  also  permitted  to  construct  returns  as   described  in  the  December  19,  2014  Mass  DEP   Superseding  Order  of  Conditions  and  as  farther   modified  in  the  plan  of  record  dated  9/9/2015  and  may   also  plant  vegetation  above  the  geotubes  and  returns,   including  the  filling  of  gullies  and  rivulets  as  approved   by  the  Conservation  Commission  on  February  18,  2015.   This  Order  approves  the  Geotubes  as  a  temporary   installation  for  a  period  of  three  years,  with  the  option   for  the  proponents  to  request  an  extension  of  the  term   for  a  maximum  of  three  additional  years  in  accordance   with  the  provisions  set  out  herein.       NA     Note  that  the  Geotubes  have  been   approved  by  this  Order  as  a  temporary   installation.       20.  Notice  of  work  commencement  shall  be  given  to  the   Nantucket  Conservation  Commission  ("NCC"  or  the   "Commission")  and  the  Massachusetts  Department  of   Environmental  Protection  ("Department")  at  least  48   hours  prior  to  the  commencement  of  work.       NA             WORKSHEET        2               SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   21.  Prior  to  installation  of  the  fourth  tier  of  Geotubes  on  lots   91,  93,  97,  99  and  returns,  SBPF  shall  ascertain  the  width  of   the  beach  seaward  of  the  existing  Geotubes  to  determine   whether  there  is  sufficient  beach  width  landward  of  mean   high  water  (MHW)  to  conduct  activities  associated  with  the   installation  of  the  fourth  tier  and  returns  in  accordance   with  the  proposed  construction  methodology.  In  the  event   the  beach  is  not  sufficiently  wide  to  allow  Geotube   installation  in  accordance  with  the  proposed  construction   methodology,  SBPF  shall  submit  an  alternative  construction   methodology  for  the  Nantucket  Conservation  Commission   and  Department's  review  and  approval.  SBPF  shall  provide   copies  of  such  materials  submitted  to  the  Department  to   NCC.       NA     What  was  the  width  of  the  beach   seaward  of  the  existing  geotubes   and  landward  of  the  mean  high   water  level  prior  to  installation  of   the  geotubes?   22.  Prior  to  installation  of  the  fourth  tier  of  Geotubes  on  lots   91,  93,  97,  99  and  returns,  SBPF  shall  mark  the  MHW  line   with  surveyed  stakes,  obtain  Global  Positioning  System   (GPS)  coordinates  along  the  MHW  line  and  shall  maintain   the  stakes  throughout  the  duration  of  construction.  GPS   coordinates  shall  be  submitted  to  the  Department  and  the   NCC  within  2  weeks  of  collection.       NA     Has  the  current  MHW  line  been   compared  with  these   coordinates?  Where  is  the   documentation?     23.  Any  sand  within  the  Geotubes  or  sand  placed  on  top  of  the   fourth  tier  shall  not  be  considered  to  be  part  of  the   mitigation  amount  required  yearly  by  the  project.       NA             WORKSHEET        3             SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   24.  The  staked  position  of  the  MHW  line  shall  serve  as  a  limit  of   work  throughout  the  duration  of  construction.  No  work  is   allowed  seaward  of  the  MHW  line  under  this  OOC.       NA     25.  All  sand  used  for  mitigation  or  to  fill  and  cover  the   Geotubes  shall  be  imported  from  an  off-­‐site  source  and   shall  be  compatible  with  the  existing  bank  and  beach   sediments.         Is  this  being  monitored?  The   sediment  being  used  for   mitigation  does  not  visibly   resemble  the  sand  on  site,  and   one  can’t  help  wondering  if  it  is   “beach  compatible.”   26.  As  proposed,  the  sand-­‐filled  Geotube  returns,  fourth  tier  of   geotubes  and  returns  on  the  fourth  tier  of  geotubes  shall   be  installed  in  a  manner  to  form  closure  between  the   existing  Geotubes  and  the  adjacent  bluff  without   excavation  into  the  coastal  bank.  All  beach  sand  excavated   to  install  the  returns  shall  remain  on  the  beach  and  shall  be   used  to  restore  the  beach  following  construction.       NA     27.  The  ongoing  beach  monitoring/survey  program  currently   conducted  by  the  Woods  Hole  Group  shall  continue.  The   monitoring  program  shall  be  conducted  on  a  quarterly  basis   for  the  first  3  years  in  order  to  timely  identify  beach   impacts  that  may  be  attributable  to  the  Geotubes  and  to   assess  whether  the  mitigation  program  is  adequate.  Beach   profiles  shall  be  taken  on  a  quarterly  basis  along  the  44   proposed  profile  lines.  Beach  profiles  shall  be  taken  from   the  top  of  the  coastal  bank,  coastal  dune  or  Geotube   seaward  to  the  -­‐5  foot  MLW  contour.  Beach  profile  data   and  analysis  shall  be  submitted  to  the  Department  and  the   NCC  within  30  days  of  completion  of  the  quarterly  survey.   Following  3  years  of  quarterly  surveys,  SBPF  may  request  to   amend  the  Order  of  Conditions  to  alter  the  monitoring   program.         The  “interpretative  statement”   routinely  submitted  by  COWI  in   memorandum  form  with  each   quarterly  report  has  been   stopped.  Why?  This   memorandum  fulfills  the   provision  of  Special  Condition   #27  that  stipulates  an  “analysis”   shall  be  submitted,  along  with   the  profile  data.             WORKSHEET        4                       SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   28.  As  proposed,  offshore  (bathymetric)  profiles  shall  be  taken   each  spring  and  fall.  GPS  locations  shall  be  taken  along  each   transect  with  the  coordinates  provided.  These  transects   shall  be  reused  for  each  survey  to  cover  the  same  areas.     Offshore  profiles  shall  be  taken  out  to  the  -­‐25  foot  to  -­‐35   foot  MLW92  contour  or  2,000  to  3,000  feet  offshore,   whichever  is  greater.  The  bathymetric  survey  transects  shall   overlap  the  beach  profiles  (no  gaps)  and  the  tide  gage  used   during  the  survey  shall  be  surveyed  into  the  same  datum  as   the  beach  profiles.  Bathymetry  profile  data  and  analysis   shall  be  submitted  to  the  Department  and  NCC  within  30   days  of  completion  of  the  survey.    Photographs  and/or   video  shall  be  taken  along  the  transects  within  the  project   area  and  the  area  directly  adjacent  to  the  project  area.  The   underwater  video  shall  be  able  to  characterize  the  bottom   sediments,  species  present  and  relative  abundance   including  the  calculating  of  the  percent  cobble  where   appropriate.                 WORKSHEET        5                       SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   29.  An  annual  assessment  report  summarizing  the  beach  and   bathymetric  profile  monitoring  program,  including  habitat   and  substrate  sampling,  and  the  invertebrate  sampling   from  the  approved  protocol  shall  be  submitted  to  the   Department  and  the  NCC  each  year.  This  report  shall,  at  a   minimum,  provide  an  analysis  of  beach  changes  including   volumetric  changes  between  surveyed  transects,  assess   location  of  the  top  of  coastal  bank  and  estimate  bank   retreat  over  the  previous  12  months  and  calculate  bank   volume  loss  in  the  project  area  and  300  feet  to  the  north   and  south.  In  addition,  the  report  shall  recommend  any   necessary  changes  to  the  beach  nourishment  program  for   the  Conservation  Commission's  review  and  approval.  The   report  will  also  evaluate  shoreline  change  within  the  area   covered  by  the  quarterly  transects.           30.  This  annual  report  shall  include  presentation  to  the   Commission  at  a  regularly  scheduled  public  meeting  of  the   Commission  to  discuss  the  data  included  and  what   conditions  and  impacts  are  being  seen  as  part  of  the   project.                 WORKSHEET        6                         SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   31.  Post-­‐Storm  monitoring  reports  shall  be  submitted  following   all  significant  storms.  A  storm  will  be  considered     "significant"  if  there  are  sustained  winds  over  40  mph  over   at  least  a  6  hour  period  according  to  NOAA's  National   Climate  Data  Center,  Nantucket  Memorial  Airport  station.   The  post-­‐storm  monitoring  report  shall  include,  at  a   minimum,  photo-­‐documentation  of  the  condition  of  the   Geotubes  and  nourishment  sand  within  the  project  area,   estimate  of  the  volume  of  sand  lost  from  the  sand   template,  estimate  of  the  beach  level  in  front  of  the   Geotubes  to  determine  if  replenishment  is  needed,   estimate  of  volume  of  sand  (if  necessary)  and  schedule  for   delivery,  identification  of  the  location  of  any  exposed   geotextile  or  of  any  repair  required  to  the  geotextile,  and   visual  observation  of  the  ends  of  the  Geotubes  to   determine  if  flanking  is  occurring.  Such  reports  shall  be   submitted  to  the  Department  and  the  NCC  as  soon  as   possible  following  all  significant  storms  but  no  later  than  7   days  from  the  end  of  the  storm.         How  many  storm  events  have   met  these  criteria  since   installation?  Should  the  criteria   be  modified?  For  example:  What   was  the  sustained  wind  velocity   and  duration  of  winter  storm   Juno?           WORKSHEET        7             SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   32.  Sand  mitigation  shall  be  at  a  rate  of  22  cubic  yards  per   linear  foot  (cy/lf)  per  year  in  accordance  with  the  following   schedule:     a.  Provide  the  required  sand  cover  during  and/or   immediately  following  construction  of  the  fourth  tier  and   returns.    Sand  cover  volume  shall  be  in  accordance  with  the   following  schedule.     b.  Annually  in  April:  Provide  additional  sand  and/or  adjust   the  existing  template  to  obtain  a  minimum  two  foot  cover   over  the  Geotubes  to  protect  them  from  UV  degradation.   The  volume  of  any  sand  placed  in  April  shall  be  recorded   and  counted  towards  the  annual  22  cy/If  requirement.     c.  Annually  in  September-­‐November:  Place  an  additional   volume  of  sand,  to  ensure  a  substantial  portion  of  the  sand   template  volume  (10-­‐15  cy/If)  is  available  at  the  onset  of   the  winter  storm  season.  Throughout  the  winter,  place   additional  sand  on  an  as-­‐needed  basis,  in  accordance  with   the  replenishment  trigger  in  the  Milone  &  MacBroom   November  12,  2013  letter  (i.e.,  if  half  the  vertical  height  of   the  lowest  Geotube  is  exposed,  place  a  minimum  of  2  cy/If).   If  the  balance  of  the  22  cy/lf  volume  is  not  placed  in  its   entirety  before  March  1,  the  balance  of  the  sand  will  be   placed  by  March  31.     d.  Delivery  tickets  from  sand  supplier  shall  be  provided   annually  to  the  Department  and  the  NCC  to  document  the   total  volume  of  sand  provided  on  a  yearly  basis.                                     Is  there  documentation  regarding   length  of  time  geotubes  have   been  exposed?  If  yes,  where  is  it   available?  If  not,  why  not?           WORKSHEET        8                     SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   33.  If  there  is  not  adequate  space  to  provide  the  entire   mitigation  volume  within  the  project  area  footprint,  then   any  remaining  sand  shall  be  placed  in  a  berm  at  the  toe  of   the  coastal  bank  and  landward  of  MHW  within  300  feet  of   the  ends  of  the  Geotubes  upon  notice  to  the  Commission   demonstrating  that  placement  within  the  project  area  is   not  possible.    Any  additional  sand  placed  outside  of  the   project  area  shall  be  equally  distributed  to  the  areas  north   and  south  of  the  project  area.                 WORKSHEET        9             SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   34.  Failure  of  SBPF  to  conduct  the  actions  set  out  in  subsections   (a)  to  (f)  herein  shall  constitute  a  project  failure  ("failure   criteria")  if  not  performed  within  the  stipulated  timeframes   or  within  such  other  reasonable  periods  of  time  as   determined  by  the  Commission  in  the  event  of  a  delay  in   performance  outside  the  control  of  SBPF,  or  if  there  are   unmitigated  adverse  impacts  from  the  project.  The  "failure   criteria"  include:     a.  Failure  to  provide  the  sand  mitigation  as  required  herein.     b.  Failure  to  conduct  the  shoreline  monitoring  and  post-­‐ storm  monitoring  as  required  herein.     c.  Failure  to  repair  and/or  replace  damaged  geotextile   tubes  in  a  timely  manner.  If  repair  or  replacement  cannot   be  accomplished  within  30  days  from  the  date  of  the   damage,  SBPF  shall  notify  the  Department  and  the  NCC   before  30  clays  have  elapsed  and  provide  a  repair  schedule   for  Department  review  and  approval.     d.  Excessive  loss  in  updrift  or  downdrift  beach  cross  section   that  can  be  attributed  to  the  project.  If  the  quarterly   monitoring  program  identifies  excessive  loss  to  the   adjacent  shoreline  (compared  to  historical  data)  that  may   be  attributable  to  the  project,  then  SBPF  shall  provide   notice  to  the  Department  and  the  NCC  within  30  clays  of   the  completion  of  the  quarterly  survey.  Upon  such  notice   the  procedures  set  forth  in  the  SOC  for  such  circumstances   shall  apply.                                     How  being  monitored?               What  is  the  definition  of   “excessive”?                           WORKSHEET        10             SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS     34.   continued   e.  Failure  to  maintain  adequate  beach  width  in  front  of  the   Bank.  If  the  beach  in  the  project  area  erodes  so  that  the   position  of  MHW  migrates  landward  to  the  seaward  edge   of  the  second  tier  of  geotextile  tubes  for  any  two   consecutive  quarterly  surveys,  then  within  30  days  of   completion  of  the  second  quarterly  survey  SBPF  shall   provide  notice  to  the  Department  and  the  NCC.     f.  Failure  to  maintain  a  walkable  beach  in  front  of  the   Geotubes.  It  shall  be  a  failure  if  the  beach  on  the  seaward   side  of  the  coastal  bank  is  not  passable  by  foot  and  has   narrowed  by  a  greater  percentage  in  comparison  to  the   widths  of  nearby  and  adjacent  beaches  up-­‐drift  and  clown-­‐ drift,  including  those  beaches  in  front  of  other  forms  of   erosion  control,  for  the  majority  of  two  consecutive   quarters,  considering  storms,  tides,  and  similar  conditions.     It  is  understood  that  the  portion  of  the  beach  in  front  of   the  geotubes  is  by  definition  narrower  than  nearby   unprotected  beaches  because  the  geotubes  and  the  sand   template  covers  the  back  of  the  beach.  In  calculating   whether  the  beach  has  narrowed  disproportionately  the   distance  will  be  measured  from  Mean  High  Water  to  the   natural  toe  of  the  bluff  which  in  some  locations  is  buried   behind  the  erosion  protection  system.  Upon  such  a  failure   SBPF,  shall  provide  notice  to  the  Department  and  the  NCC   within  30  clays.     g.  Failure  to  maintain  all  required  insurance,  permits  and   licenses.     h.  Failure  to  meet  reporting  requirements  or  good  faith   effort  to  provide  required  reporting.      How  does  this  condition  relate  to   the  condition  to  maintain  a   walkable  beach  in  front  of  the   geotubes?           How  is  this  being  monitored?  By   whom?                   What  is  this  distance?  How  does   it  compare  with  same   measurement  taken  prior  to   installation  of  geotubes?             According  to  this,  the  project  has   “failed,”  in  that  no  reports  have   been  filed  with  the  NCC   regarding  alternative  access  to   Baxter  road,  as  well  as  relocation   of  municipal  infrastructure  every   six  months.  See  Condition  #44.               WORKSHEET        11                 SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   35.  Should  any  of  the  failure  criteria  be  met,  the  Applicant  shall   schedule  an  appearance  before  the  Conservation   Commission  at  its  next  available  hearing  The  Commission   shall  review  the  failure  and  determine  how  the  Applicant   shall  act  to  address  it.         36.  In  the  event  removal  of  the  Geotubes  is  ordered,  then  the   geotextile  fabric  shall  be  cut,  removed  and  properly   disposed  of.  Following  removal  of  the  geotextile   fabric,  sand  from  the  Geotubes  shall  be  spread  along  the   beach  landward  of  MHW.  SBPF  and  the  Town  shall  maintain   the  escrow  fund  in  place  as  of  the  date  of  this  OOC  to   ensure  the  availability  of  funds  to  pay  for  the  removal  of   the  Geotubes.  Lack  of  adequate  funds  in  the  escrow   account  shall  not  negate  SBPF's  requirement  for  Geotube   removal.         37.  SBPF  shall  be  responsible  for  the  retrieval  and  proper   disposal  of  all  geotextile  products  associated  with  this   project  in  the  event  wave  action  and  erosion  destroys  or   otherwise  causes  damage  to  the  Geotube  system.         38.  This  OOC  approves  the  operation  and  connection  of  the   previously  installed  coastal  bank  drainage  system  on  91   Baxter  Road  in  accordance  with  the  plan  dated  9/9/2015.                 WORKSHEET        12             SPECIAL  CONDITION     QUESTIONS   39.  As  proposed,  exposed   areas  on  the  face  of  the   coastal  bank,  other  than   the  upper  5-­‐7  feet,  may  be   stabilized  using   biodegradable  erosion   control  blankets  planted   with  beach  grass  and/or   other  indigenous  coastal   vegetation.  The  erosion   control  blankets  and   plantings  shall  be  installed   with  hand  tools  with   workers  repelling  down   the  bank  face.     Work  underway  on  the  face  of  the  bluff  below  93  Baxter  Road  does  not  appear  to  be  in  compliance   with  this  condition.  See  photo,  taken  May  4,  2917.                 WORKSHEET        13             SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   40.  All  construction  refuse  shall  be  removed  from  the  site  and   disposed  of  in  compliance  with  all  local,  State,  and  Federal   laws  and  regulations.         41.  Approval  for  the  project  is  for  three  years,  with  the  option   to  request  a  three-­‐year  extension  upon  expiration  of  the   initial  three-­‐year  term.  The  applicant  shall  not  apply  for  a   long  term  or  long  length  expansion  of  the  Project  prior  to   January  1,  2018  and  shall  not  begin  construction  of  such   until  after  September  1,  2018.  The  Applicant  may  apply  for   localized  alterations  to  the  Project  as  may  be  appropriate   based  on  site  conditions,  and  may  apply  for  any  alteration   or  expansion  necessary  to  address  an  emergency  or   imminent  danger.         42.  All  access  for  construction  or  maintenance  vehicles  along   the  beach  to  the  project  area  shall  be  from  the  Hoick's   Hollow  access  to  the  South.  That  access  shall  be  blocked  off   and  maintained  at  all  times  to  prevent  other  vehicles  from   entering  the  beach  area.  The  applicant  shall  get  a  written   sign  off  from  the  Natural  Resources  Coordinator  on  a  bi-­‐ weekly  basis  from  April  1st  to  September  15th  to  use   vehicles  on  the  beach.  The  sign-­‐off  will  serve  to  confirm  the   presence  or  absence  of  any  protected  species  within  the   project  area  or  route  of  travel  to  and  from  the  project  area.     That  gate  shall  be  repaired  within  48  hours  of  any  damage.         43.  The  use  of  small  vehicles,  such  as  a  beach  buggy,  to  inspect   or  repair  the  Geotubes  and  sand  cover  is  permitted,   provided  the  Natural  Resources  Coordinator  sign-­‐off   described  herein  is  obtained.                 WORKSHEET        14             SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   44.  The  Town  of  Nantucket  as  an  assenting  properly  owner  and   SBPF  as  the  applicant  shall  provide  the  Commission  with   updates  every  six  months  on  the  status  of  the  efforts  to   relocate  alternative  access  and  public  utilities’   infrastructure  at  the  northern  end  of  Baxter  Road.      According  to  this  condition,  there   should  have  been  three  (3)  such   reports  filed  since  the  OCC  was   signed  in  September  2015.     45.  Upon  completion  of  the  initial  construction  of  the  project   as  permitted,  a  partial  Certificate  of  Compliance  shall  be   requested.  A  stamped  as-­‐built  plan  and  a  statement  from  a   Professional  Engineer  or  a  Professional  Land  Surveyor   registered  in  the  Commonwealth  of  Massachusetts   certifying  compliance  with  the  plans  and  conditions  of  this   Order  shall  accompany  the  request  for  a  partial  Certificate   of  Compliance.         46.  Upon  relocation  of  Baxter  Road  the  applicant  shall  appear   before  the  Commission  to  discuss  if  the  Geotubes  in  front   of  land  not  containing  pre-­‐1978  structures  shall  be   removed  and  returns  installed,  in  keeping  with  those  shown   on  the  plan  of  record,  on  the  remaining  Geotube  structure.     This  shall  take  place  within  90  days  of  the  relocation  of   Baxter  Road.         47.  The  returns  constructed  on  the  fourth  tier  of  Geotubes  shall   be  contained  on  the  parcels  that  are  allowed  to  contain  the   fourth  tier.         48.  Should  the  quarterly  surveys  show  an  accelerated  rate  of   coastal  retreat  within  the  entire  survey  area  SBPF  shall  be   required  to  demonstrate  that  those  impacts  are  not   attributed  to  this  project.      How  to  define  “accelerated”?           WORKSHEET        15             SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   49.  The  applicant  shall  be  required  to  provide  a  copy  of  the   required  insurances  by  the  License  Agreement  dated   December  13,  2013  between  the  Town  of  Nantucket,  SBPF,   and  private  property  owners.         50.  Groundwater  levels  within  the  Bordering  Vegetated   Wetlands  adjacent  to  the  drainage  system  and  Baxter  Road   shall  be  taken  at  the  beginning,  middle  and  end  of  the   growing  season  to  determine  if  the  drainage  system  is   having  an  adverse  impact  to  the  vegetated  wetlands.    If   there  is  a  change  in  groundwater  deemed  significant  by  the   Commission  they  may  call  for  the  discontinuation  or   removal  of  the  system.         51.  A  yearly  report  on  the  performance  of  the  drainage  system   is  to  provide  to  the  Commission.  The  report  shall  include   the  area  serviced  by  the  drainage  system,  and  the   maximum  amount  of  water  that  entered  the  system  during   a  storm  event.      Has  this  report  been  filed?   Example,  for  September,  2016,   one  year  following  the  date  of   the  OCC?   52.  A  list  of  all  sand  sources  currently  being  used  shall  be   provided  to  the  Commission.  Should  an  additional  source   be  added  or  change  a  sieve  analysis  demonstrating   compatible  material  shall  be  provided  to  the  Commission   for  review  and  approval  prior  to  the  installation  of  any   material.                 WORKSHEET        16             SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   53.  The  ability  of  SBPF  to  conduct  the  actions  set  out  in   subsections  (a)  to  (f)  herein  shall  constitute  a  project   success  ("success  criteria")  if  performed  within  the   stipulated  timeframes  or  within  such  other  reasonable   periods  of  time  as  determined  by  the  Commission  in  the   event  of  a  delay  in  performance  outside  the  control  of   SBPF.  The  "success  criteria"  include:    a.  The  ability  to  provide  the  sand  mitigation  as  required   herein.    b.  Completion,  presentation  and  review  of  all  the  shoreline   monitoring  and  post-­‐storm  monitoring  as  required  herein.   Successful  repair  and/or  replace  of  damaged  geotextile   tubes  in  a  timely  manner.    c.    No  excessive  loss  in  updrift  or  downdrift  beach  cross   section  that  can  be  attributed  to  the  project.  Including   taking  proper  action  as  directed  by  the  Commission  to   address  any  impacts  shown  by  the  reporting  requirements   herein.    e.  Maintenance  of  adequate  beach  width  in  front  of  the   Bank  as  defined  through  the  reporting  requirements  and   reviewed  by  the  Commission.    f.  Maintenance  of  a  walkable  beach  in  front  of  the   Geotubes  at  high  tide.  It  is  understood  that  the  portion  of   the  beach  in  front  of  the  geotubes  is  by  definition  narrower   than  nearby  unprotected  beaches  because  the  geotubes   and  the  sand  template  covers  t  he  back  of  the  beach.    g.    No  excessive  loss  of  the  area  subject  to  protection  by  the   project.                           How  define  “timely  manner”?  It   has  been  observed  that  sections   of  geotubes  have  been  left   uncovered/unrepaired  for  several   successive  days,  weeks.               How  is  this  (maintenance  of   adequate  beach)  being   monitored?     How  is  this  being  monitored?  It   has  been  observed  that  often   there  is  no  walkable  beach  in   front  of  the  geotubes  at  high   tide.     How  define  “area”  subject  to   protection  by  the  project?  Bluff   edge,  bluff  face?             WORKSHEET        17               SPECIAL  CONDITION     2016  ANNUAL   MONITORING  REPORT       QUESTIONS   54.  A  copy  of  the  license  as  approved  by  the  Board  of   Selectmen  shall  be  provided  to  the  Commission.  Prior  to   any  extension  or  revision  of  this  project  a  copy  of  the  valid   license  to  allow  the  project  and  the  duration  of  the  license   to  be  long  enough  to  cover  the  project  as  proposed  shall  be   provided  to  the  Commission.         55.  All  surveyed  elevations  shall  be  shown  in  the  NAVD  88   datum  plane  to  match  the  datum  of  the  current  FEMA  flood   mapping,  or  a  conversion  factor  shall  be  provided  from  the   published  data  to  the  NAVD  88  datum  plane.         56.  A  summer  sample  of  the  invertebrate  life  within  the  beach   from  three  locations  in  the  project  area,  three  locations   within  the  area  between  the  project  and  the  Hoicks  Hollow   access,  three  samples  to  be  taken  to  the  north  of  Hoick's   Hollow,  and  three  samples  to  be  taken  south  of  Codfish   Park  and  compared  to  determine  impacts  on  the   invertebrate  community  of  the  Coastal  Beach.  The  samples   shall  be  taken  along  the  existing  surveyed  transects  and   locations  of  the  samples  shall  be  provided  to  the   Commission.  Prior  to  the  taking  of  the  samples  a  protocol   of  the  sampling  shall  be  provided  to  the  Commission  for   review  and  approval.         57.  All  raw  survey  data  shall  be  made  available  to  the   Commission  and  public.         58.  The  Commission  will  require  an  independent  peer  review  of   the  data  and  reporting.  Any  cost  incurred  by  the  peer   review  shall  be  paid  by  the  applicant.  All  reviewers  shall  be   agreed  upon  by  the  Commission  and  the  applicant.      Has  there  been  any   communication  between  the   applicant  and  the  independent   reviewer?  If  yes,  please  specify.   59.  A  daily  work  log  documenting  all  project  activity  shall  be   filed  with  the  Commission  as  part  of  each  quarterly  report.             May 22, 2017 Mr. Andrew Bennett Chairman Nantucket Conservation Commission 3 Bathing Beach Road Nantucket MA 02584 RE: ANNUAL MONITORING REVIEW, BAXTER ROAD TEMPORARY STABILIZATION PROJECT Dear Chairman Bennett and Members of the Commission: As concerned citizens and community owners of the public beach below the bluff in Sconset on which the 900-foot geotube seawall was installed on a temporary, emergency basis in late 2013 and early 2014, we would like to take this opportunity to submit formal comment regarding the monitoring of the project.1 We do so as the coordinating team of the Nantucket Coastal Conservancy (NCC), a non-profit, grass-roots organization founded in 2012. The mission of the NCC is to protect and preserve Nantucket’s coastal resources through education, research, and advocacy, ensuring that future generations have the opportunity to use and enjoy them. First and foremost, we respectfully request that the Commission hold the applicant accountable for adhering to the conditions contained in the Order of Conditions (OCC) that was issued in September of 2015 for this controversial project. As members of the public, we attended the many months of public hearings on this matter. We are well aware of the full and complete deliberations that went into the development of the OCC. Our island community, of both year- round and seasonal residents, looks to you, the regulatory body with jurisdiction regarding this project, to rigorously enforce the provisions of the permit you issued, as we expect you will. 1 The cover sheet of the original Notice of Intent, “Baxter Road Temporary Stabilization Project NOI Submission,” appears at the top of this letter. NCC COMMENT LETTER 2 We also ask, once again, that all parties endeavor to be as truthful as possible. Spin, hyperbole, dissembling and the like should have no place in the dialogue related to this important matter. While we understand that the applicant has nothing but positives to say about its seawall, unfortunately, misstatements continue. Here is one example: In a letter to the Commission as recently as May 2, 2107, the Siasconset Beach Preservation Fund (SBPF) President made the following statement: We are pleased that not only is the road still open but from both engineering and environmental impact points of view the project is working very well. Once installed, erosion has been stopped and there is no evidence of harm to the neighboring shorefront areas. [Emphasis added.]2 FACT: Erosion has not stopped within the area of the geotube installation. The reality is that the statement “erosion has been stopped” is flatly contradicted by the quarterly reports that have been conducted by the Woods Hole Group on behalf of SBPF, as well as the accompanying interpretative statements prepared by COWI, another consulting firm. COWI’s role is “to provide a professional opinion regarding the overall effect, both directly and indirectly, of the geotube project installed along the beach near Baxter Road in Siasconset, Massachusetts during the winter of 2013/14.” While the COWI interpretative statement relating to the most recent 71st Quarterly Report does not seem to be available, the COWI memoranda for previous quarters indicate that erosion within the project area has continued. To quote from the COWI Interpretative Statement accompanying the 70th Quarterly Report (survey dates October 26 and 26, 2016): The surveyed transects within the geotube installation have generally exhibited erosion over the past 32 months since the project installation, however this erosion is within historic trends for the shoreline.” [Emphasis added. See Attachment.] It seems to us, as citizens, that any applicant coming before the Commission has an obligation to be as truthful and accurate as possible. 2 Additional evidence documenting the continuing erosion since the installation of the geotubes (from the top of the bluff), is evidenced by the condition of the property located at 93 Baxter Road. This is the property that was cited in the Enforcement Order issued recently for unpermitted work being done on the face of the bluff just below the structure, supposedly in an attempt to shore up the bluff and save the structure. NCC COMMENT LETTER 3 As Dr. Robert Young, PhD., PG, Executive Director of the Program for the Study of Developed Shorelines, a joint venture between Duke and Western Carolina Universities, who submitted written testimony to the Commission about the proposed geotube installation, has previously cautioned (to paraphrase): They [the proponents of the seawall] will bury you in data. And so they have. As laypersons, we will leave it to the experts to comment on the scientific information that has been provided by the applicant, and, quite frankly, is difficult for us to comprehend, let alone comment on. We will leave that to the experts. However, we do have questions. To assist our team in relating the Monitoring Report to the Special Conditions contained in the final OCC, we created a worksheet that is attached. Note that we have entered our questions into the worksheet. (Upon reading and studying the Annual Monitoring Report submitted by the applicant, we also note that there are a number of significant Special Conditions that were not addressed, despite the fact that the Report is voluminous. We will reference the most critical of these below.) THE BEACH: In addition to our questions, our main focus is where it has always been: on the beach. The science in regard to the use of walls for erosion-control purposes, be they made of wood, stone, metal or geotextile tubes, is settled: “When placed on an eroding or retreating beach or bluff, geotubes will cause that beach to narrow and eventually disappear.” [See Comment Letter, dated November 5, 2013, from Dr. Robert Young to the Nantucket Conservation Commission.] With the science in mind, the Commission wisely recognized the importance of ensuring that the public would be able to access and enjoy its own beach with the geotube seawall in place. To this end, the OCC contained the conditions for both the failure and success of the project: Special Condition #34, which articulates specific failure criteria, contains the criterion that the “failure to maintain a walkable beach in front of the Geotubes;” and Special Condition #53, which conversely lists success criteria, clearly identifies success as maintaining “a walkable beach in front of the Geotubes at high tide.” The maintenance of a “walkable beach” is unequivocal: high tide or low, all seasons of the year. Unfortunately, the Annual Monitoring Report, which is replete with data and detail, is silent in regard to this important condition. NCC COMMENT LETTER 4 The seawall has been in place since the winter of 2014, almost three years ago. During this period, has a walkable beach been maintained? If so, has it been documented? If yes, where is the documentation? What changes, if any, have been documented in regard to the width, profile volume and shoreline position in front of or adjacent to the geotubes? While the burden is on the applicant to demonstrate to the Commission that this provision has, and is, being met, we, by happenstance, do have photographic evidence that there have been numerous times when, in fact, there has been no walkable beach in front of the geotubes. Our volunteer photographer, Susan Landmann, has been able to access the beach at random times throughout the past months, but only at low tide. She has shot many photos that plainly show the wrack link up against the second layer of geotubes, an indication that at high tide the waves reach the second layer (beach level) of geotubes, leaving no walkable beach seaward of the seawall. Given more time, we could archive and date the photos as evidence, but this is not our job: the burden is on the proponents, not the owners of the beach.3 CRITICAL REPORTING REQUIREMENT: In addition to public access to a public beach, another overall concern relates to Condition #44: The Town of Nantucket as an assenting properly owner and SBPF as the applicant shall provide the Commission with updates every six months on the status of the efforts to relocate alternative access and public utilities’ infrastructure at the northern end of Baxter Road. [Final Order of Conditions. Emphasis added.] As you know, this project was installed under an emergency order. The project was specifically referred to by the Town of Nantucket at the time as the “Baxter Road Temporary Stabilization Application.” In the application, the Town’s consultants, Milone and MacBroom, acting together with SBPF in a “public private partnership,” stated that: Work under this application is specifically proposed as temporary and intended to provide a minimum but adequate level of protection for the short term while long term solutions are explored and implemented. [Page 2. Emphasis added.] 3 One of the times that Susan was ever able to come close to the geotubes at what might have been high tide was in the late winter of 2016. The folder of photos (5) she took during that outing is attached. Both she, and we, were fearful for her safety. NCC COMMENT LETTER 5 In fact, SBPF requested that these communications, along with the Notice of Intent filed in October of 2013, be included in the records of the most current Notice of Intent.4 The temporary status of the project is also memorialized in Special Condition #39 of the current OCC, issued in September 2015, which states: This Order approves the Geotubes as a temporary installation for a period of three years, with the option for the proponents to request an extension of the term for a maximum of three additional years in accordance with the provisions set out herein. [Emphasis added.] Consistent with this intent, the Commission included Special Condition #44 in the OOC so that it could be kept updated on the progress made by the applicant and the Town in securing alternate access for the threatened section of Baxter Road, along with the relocation of Town utilities. According to the requirements of Special Condition #44, such updates should have been provided to the Commission, and DEP, by the applicant and the Town every six months. Since the OCC was signed and went into effect in September of 2015, that would mean that three (3) such updates should have been filed by March of this year: March, 2016; September, 2016; and March, 2017. We wrote to the Commission in December of last year inquiring as to the status of the updates and have not received a response. [See Attachment.] Further, Special Condition #34, which defines Failure Criteria for the project, states: Failure of SBPF to conduct the actions set out in subsections (a) to (f) herein shall constitute a project failure ("failure criteria") if not performed within the stipulated timeframes or within such other reasonable periods of time as determined by the Commission in the event of a delay in performance outside the control of SBPF, or if there are unmitigated adverse impacts from the project. The "failure criteria" include: h. Failure to meet reporting requirements or good faith effort to provide required reporting. [Emphasis added.] 4 SBPF formally requested that all materials submitted during the previous Notice of Intent (NOI) review process (DEP File Number SE48-2610), including materials submitted during the Department of Environmental Protection’s (DEP’s) Superseding Order of Conditions (SOC) review process, be included in the administrative record for the current NOI, Appendix D., p. 27. NCC COMMENT LETTER 6 The situation couldn’t be clearer. Unless there are updates of which we are not aware, or communications to the Commission from the applicant relative to this issue, the applicant has failed to meet the explicit reporting requirements contained in Special Condition #44. And further, according to Special Condition #34, this omission meets the standard of a Failure Criterion, plain and simple. No amount of legalese or semantic gyrations can explain this away. Our concern in this regard is heightened because the applicant is now making public statements, as well as written statements to the Commission, that they do not consider the installation temporary; in fact, they talk openly about wanting to extend the seawall for an addition 3,000+ feet and make it permanent. This declaration is contrary to previous representation made by the applicant to this Commission, to the Town of Nantucket, to the State Department of Environmental Protection — and to the citizens of Nantucket. Given that there is ample evidence provided by the applicant that they have changed the original purpose of the project (to stabilize Baxter Road, giving the Town and the residents time to provide alternative access, should it be needed), could this be the reason they are ignoring Special Condition #44? No matter, they are still obligated to adhere to it, and their failure to do so constitutes a project failure, as stipulated in Condition #34, h. The duty of the Commission is to uphold the laws, both local and State, that protect our wetland resources. Dr. Young has pointed out time and time again that, “Natural beaches are an endangered species.” Nantucket is fortunate to have miles and miles of open natural beaches, including the once pristine stretch of beach below the bluff in Sconset. This beach is a legacy to the people of Nantucket from the Proprietors. The geotube seawall has already been demonstrated to be environmentally unsustainable.5 Alternative access for the northern section of Baxter Road should be secured, as originally intended. Once such access is in hand, the methodology should be agreed upon for removing the geotubes, so that the impacted property owners can begin to develop resiliency strategies, perhaps with the support of the Town of Nantucket, that will be less environmentally damaging 5 The fact is that, regardless of the amount of mitigation, the natural habitat of the 900 linear feet of beach on which the seawall has been installed has been destroyed. In addition, the damage to the protected resource areas (coastal bank and beach), which have become a perpetual construction site, can be documented with continuous sand delivery (thousands of dump-truck trips) and maintenance activity that must go on for as long as the geotube seawall is in place. Is monitoring being done on the nearby “soft” structure of sand-filled jute bags to the south of the seawall? The Commission might consider such monitoring, because the careful monitoring of these side-by- side installations could be quite informative. NCC COMMENT LETTER 7 as well as less costly, will have a more certain outcome, and will be properly respectful of the public beach below the bluff. Sincerely, Peter Brace Barbara Bund Sunny Daily Susan Landmann Susan McFarland Linda Spery Liz Trillos Charley Walters Mary Wawro Karen Werner NCC Coordinating Team D. Anne Atherton Administrative Coordinator ATTACHMENT: COWI INTERPRETATIVE MEMORANDUM, Dated December 16, 2016 ATTACHMENT: LETTER TO THE CHAIR OF THE CONSERVATION COMMISSION, Mr. Andrew Bennett, Dated December 12, 2016 ATTACHMENT: PHOTOS, taken by Susan Landmann, March, 2016. Since 1994, the Siasconset Beach area has been monitored to track changes in the beach and adjacent bluff area. The results of the monitoring has been documented in a series of reports from the Woods Hole Group, the most recent of which is the Southeast Nantucket Beach Monitoring 70th Survey Report October 2016 (survey dates of October 26th through 27th, 2016). This is the nineth report issued following the installation of the bluff protection (geotube) project near Baxter Road during the winter of 2013/14. The purpose of this memo is to provide a professional opinion regarding the overall effect, both directly and indirectly, of the geotube project installed along the beach near Baxter Road in Siasconset, Massachusetts during the winter of 2013/14. COWI North America's ("COWI") opinion on the geotube effects is based primari- ly on our review of the information provided in the 70th Survey Report and an analysis of historic shoreline positions. From September 2013 to October 2016 (post-geotube installation), the shoreline south of the project site has trended to- ward some accretion, while the shoreline immediately to the north has trended to- ward erosion. The surveyed transects within the geotube installation have generally exhibited erosion over the past 32 months since the project installation, however this erosion is within historic trends for the shoreline. In addition, the annual period from October 2015 to October 2016 shows erosion to be the dominant trend over all of the study area with the majority of transects. This is also true for the time period August 2016 to October 2016 which included several large storm events, including Hurricane Hermine. It should be noted that the geotextile tubes at the base of the bluff are not intended to halt long-term shoreline erosion trends; how- ever, one of the purposes of the ongoing monitoring program is to ensure that the existing long-term shoreline trends are not exacerbated by the geotextile tubes. For the latest survey period (August 2016 to October 2016), all of the project area transects show some erosion. This quarter appears to have been more energetic than the previous period with an active fall, with most (42 out of 46) of the surveyed transects experiencing erosion over the interval. This site, like many open coast, sandy shorelines, exhibits substantial natural variation as can be seen to the north and south of the project site. Even with erosion the dominant long-term trend, the results for the geotube area and immediate Memorandum Title: October 2016 Interpretive Statement Project Number: 210019.2 Date: December 16, 2016 To: Sconset Beach Preservation Fund From: Joseph Marrone, PE ADDRESS COWI North America, Inc. 35 Corporate Drive, Ste 1200 Trumbull, CT 06611 TEL 203.268.5007 FAX 203.268.8821 WWW COWI-na.com 2 / 2 . vicinity are within the historic shoreline change patterns for the site and within historic shoreline change trends, and as such, are not indicative of negative geotube impacts on the shoreline based on the currently available information. Future surveys and monitoring will be required to confirm the ongoing performance/effect of the geotube system. Variability of past survey results as well as expected seasonal and other temporal variations provide limitations on the conclusions reached at this time. Future monitoring efforts will continue to provide additional data over a longer time period, will continue to capture seasonal variations, and will allow for more definite assessments of impacts to be completed.   PO Box 2050 · Nantucket MA 02584 December 12, 2016 Mr. Andrew Bennett Chairman Nantucket Conservation Commission Town of Nantucket ELECTRONICALLY TRANSMITTED Dear Chairman Bennett and Members of the Commission: We are writing to you in regard to monitoring and enforcement of the Order of Conditions (OCC), DEP File #SE 48-2824, issued on September 30, 2015 to the Siasconset Beach Preservation Fund for the “Baxter Road Stabilization Project.” As you may recall, the OCC contains 59 conditions. While we have overall concerns about what appears to be a lack of follow-through in regard to a number of these conditions, we would like to call your attention specifically to Condition #44, which reads as follows: The Town of Nantucket as an assenting property owner and SBPF as the applicant shall provide the Commission with updates every six months on the status of the efforts to relocate alternative access and public utilities’ infrastructure at the northern end of Baxter Road. [Emphasis added.] The OCC was issued over a year ago: in this period of time, according to Condition #44, two (2) updates should have been provided by the applicant and the Town of Nantucket to the Commission in regard to the relocation of alternative access, as well as public utilities infrastructure, in the area of northern Baxter Road. According to the OCC, failure to meet this reporting requirement within the stipulated timeframe shall constitute a project failure. [See OCC, Special Condition #34, section h., page 8.] Although we have been carefully monitoring the enforcement of the OCC on behalf of the many concerned citizens who own the public beach on which the project was, in part, constructed, we are unaware of any such updates being provided to the Commission. If this is indeed the case, we respectfully request that the Commission take appropriate action at its next scheduled meeting. On behalf of the Nantucket Coastal Conservancy Coordinating Team, including Peter Brace, Barbara Bund, Sunny Daily, Rita Higgins, Susan Landmann, Susan McFarland, Maureen Phillips, Linda Spery, Liz Trillos, Charley Walters, Mary Wawro and Karen Werner, Sincerely, D. Anne Atherton COPY: Jim Mahala, DEP and Jim Kelly, Chair, Board of Selectmen       TO:  Members  of  the  Conservation  Commission  and  Administrator  Carlson   FROM:  The  Coordinating  Team  of  the  Nantucket  Coastal  Conservancy  (NCC)   RE:  2017  Annual  Monitoring  of  the  Geotube  Seawall     DATE:  February  21,  2018   COPY:  Members  of  the  Select  Board       We  understand  that  SBPF  has  submitted  the  2017  Annual  Monitoring  Report  for  the  geotube   seawall.  We  also  understand  that  the  third-­‐party  expert  has  submitted  his  independent  peer   review  of  the  SBPF  Report.  We  are  not  scientists,  and  we  find  it  difficult,  if  at  times  impossible,   to  fully  comprehend  the  information  contained  in  these  reports,  as  it  is  so  technical.  Therefore,   as  owners  of  the  public  beach  on  which  the  geotube  seawall  sits  and  on  behalf  of  the  hundreds,   if  not  thousands,  of  Nantucket  citizens  who  are  concerned  about  our  coastal  resources,   especially  in  a  time  of  climate  change  and  rising  sea  level,  we  respectfully  ask  the  following   seven  (7)  simple  questions  about  the  performance  of  the  seawall.  You  will  note  that  most  of   them  pertain  to  the  beach,  which  is  of  prime  importance  to  us  and  the  community-­‐at-­‐large.   Please  advise  as  to  the  most  convenient  way  for  us  to  receive  your  responses.  Perhaps  meeting   in  a  public  information  session  would  be  the  most  helpful.  Thank  you.     ·∙  Has  the  beach  seaward  of  the  geotubes  narrowed  since  the  seawall  was  installed?   Lowered?  If  yes  in  either  case,  by  how  much?     ·∙  During  the  period  that  the  geotube  seawall  has  been  in  place,  have  there  been  times  when   there  was  NOT  a  walkable  beach  at  high  tide?  If  yes,  how  many  times?  For  how  long?  How   is  this  issue,  which  as  you  know  is  a  condition  of  the  permit,  monitored  and  by  whom?       ·∙  Because  exposed  geotubes  act  essentially  as  hard  armoring  and  hard  armoring  destroys   beaches,  how  many  times  and  for  how  long  have  the  geotubes  been  exposed?  How  is  this   issue,  which  as  you  know  is  a  condition  of  the  permit,  monitored  and  by  whom?       ·∙  Has  the  geotube  seawall  stopped  erosion?  If  yes,  where?  What  experts  say  yes?  What   experts  say  no?  What  is  the  assessment  of  the  Commission?     ·∙  If  erosion  has  continued  and  the  seawall  has  stayed  in  place,  how  long  will  it  be  until  there   is  no  beach  left  in  front  of  the  geotubes?     ·∙  What  have  been  the  impacts  on  the  shoreline  outside  the  immediate  area  of  the  geotubes?     ·∙  Where  will  SBPF  obtain  the  sand  needed  for  future  replenishment  of  the  current   installation?  At  the  present  rate  required  (a  minimum  of  2000  dump  truck  round  trips  a   year),  how  long  will  the  current  supply  of  available  sand  in  the  two  on-­‐island  pits  last?     8.8.18       CORRECTING  THE  RECORD  #1       SBPF  STATEMENT  AT  JULY  25  SELECT  BOARD  (SB)  MEETING:  “The  assertions  that  SBPF  is  not   in  compliance  with  its  Conservation  Commission  permit  are  blatantly  untrue…the  reports  have   been  filed  consistent  with  the  requirements,  and  the  suggestion  that  these  are  not  in   compliance  is  an  unfortunate  misinformation  campaign,”  Steven  Cohen,  SPBF  Attorney.  [Video   of  July  25  SB  meeting,  3:03.  Emphasis  added.]       FACT:  Special  Condition  #44  of  the  Order  of  Conditions  (OOC)  issued  by  the  Nantucket   Conservation  Commission  to  SBPF  states:  “The  Town  of  Nantucket  as  assenting  property   owner  and  SBPF  as  the  applicant  shall  provide  the  Commission  with  updates  every  six   months  on  the  status  of  the  efforts  to  relocate  alternative  access  and  public  utilities   infrastructure  at  the  northern  end  of  Baxter  Road.”  [Emphasis  added.]     According  to  these  requirements,  SBPF  should  have  filed  five  (5)  such  reports  during  the   timeframe  to  date.  The  OCC  was  issued  September  15,  2015.     The  Natural  Resources  Coordinator  for  the  Town  of  Nantucket  was  asked,  on  the  record  and  in   writing,  to  provide  copies  of  each  of  the  six-­‐month  updates  filed  by  SBPF  with  the  Commission   relating  to  Special  Condition  #44.       The  response  of  the  Natural  Resources  Coordinator,  on  the  record  and  in  writing,  was,   “Outside  of  the  SBPF  annual  reports  and  the  alternative  access  agreements  being  filed  with   the  Commission  there  have  been  no  other  formal  updates  on  the  alternative  access.”   [Emphasis  added.  See  attached  email  communication  from  Jeff  Carlson,  dated  August  2,  2018.]     This  statement  indicates  that  SBPF  has  not  fulfilled  the  requirements  of  Special  Condition   #44,  which  would  have  required  five  (5)  updates  to-­‐date  on  the  status  of  the  efforts  to  relocate   alternative  access  and  public  utilities  infrastructure  at  the  northern  end  of  Baxter  Road.     The  failure  to  meet  Special  Condition  #44  is  one  indication  that  SBPF  is  not  in  compliance  with   its  OOC.     From:Jeff Carlson jcarlson@nantucket-ma.gov Subject:RE: INFORMATION FOR THE RECORD, PLEASE Date:August 2, 2018 at 1:09 PM To:danneatherton@comcast.net,Joanne Dodd jcuppone@nantucket-ma.gov D.#Anne, I#apologize#for#the#delay#it#has#been#crazier#than#expected.##That#being#said#outside#of#the#SBPF#annual reports#and#the#alterna@ve#access#agreements#being#filed#with#the#Commission#there#have#been#no other#formal#updates#on#the#alterna@ve#access. # Thanks, Jeff$Carlson Natural$Resources$Coordinator Town$of$Nantucket 2$Bathing$Beach$Road Nantucket,$MA$02554 508B228B7230 # From:#danneatherton@comcast.net#[mailto:danneatherton@comcast.net]# Sent:#Wednesday,#August#1,#2018#1:07#PM To:#Joanne#Dodd#<jcuppone@nantucketUma.gov> Cc:#Jeff#Carlson#<JCarlson@nantucketUma.gov> Subject:#Re:#INFORMATION#FOR#THE#RECORD,#PLEASE # Thank#you#so#much,#Joanne! # D.#Anne # # On#Aug#1,#2018,#at#12:26#PM,#Joanne#Dodd#<jcuppone@nantucketUma.gov>#wrote: # Hi#Danne, # I#got#your#message.#I#spoke#with#Jeff#and#he#will#get#this#to#you#today # Thanks # Jo # From:#danneatherton@comcast.net#[mailto:danneatherton@comcast.net]# Sent:#Friday,#July#27,#2018#4:19#PM To:#Jeff#Carlson#<JCarlson@nantucketUma.gov> Cc:#Joanne#Dodd#<jcuppone@nantucketUma.gov> Subject:#Fwd:#INFORMATION#FOR#THE#RECORD,#PLEASE # JEFF#AND#JOANNE:#PLEASE#CONFIRM#RECEIPT#OF#THIS#EMAIL # # # Would#like#to#know#that#this#got#through,#as#no#response#has#been#received#from#Jeff, although#I#thought#he#said#he#would#get#back#to#us#right#away. # Please#confirm. # If#it’s#too#late#today,#could#you#please#send#the#informa@on#on#Monday,#as#this#is#@meU sensi@ve. # Thank#you. # Happy#weekend. # D.#Anne # # Begin#forwarded#message: # From:0"danneatherton@comcast.net"#<danneatherton@comcast.net> Subject:0INFORMATION0FOR0THE0RECORD,0PLEASE Date:0July#26,#2018#at#12:35:52#PM#EDT To:0"Jeff#Carlson#(JCarlson@nantucketUma.gov)"#<jcarlson@nantucketU ma.gov> # INFORMATION, PLEASE, FOR THE RECORD RE ORDER OF CONDITIONS (OOC), DEP FILE #SE48-2824 ISSUED SEPTEMBER 15, 2015 TO THE SIASCONSET BEACH PRESERVATION FUND (SBPF) FOR THE **BAXTER ROAD STABILIZATION PROJECT** Dear Jeff: We are trying to determine if the applicant (SBPF) in the above captioned matter is in compliance with the Order of Conditions, specifically Special Condition # 44. Special Condition #44 states: The Town of Nantucket as assenting property owner and SBPF as the applicant shall provide the Commission with updates every six months on the status of the efforts to relocate alternative access and public utilities infrastructure at the northern end of Baxter Road. Would you kindly provide us the copies of each of the six-month Would you kindly provide us the copies of each of the six-month updates filed with the Commission relating to Special Condition #44? According to our calculations, the applicant should have filed five (5) such reports during the timeframe to date. As you may recall, we brought this matter to your attention in our letter to the Commission dated December 12, 2016, which is attached. Thank you. D. Anne Atherton for the NCC Team ATTACHMENT # # # # # <image001.jpg> www.savenantucketbeaches.org info@savenantucketbeaches.org PO Box 2050 | Nantucket, MA | 02584   PO Box 2050 · Nantucket MA 02584 December 12, 2016 Mr. Andrew Bennett Chairman Nantucket Conservation Commission Town of Nantucket ELECTRONICALLY TRANSMITTED Dear Chairman Bennett and Members of the Commission: We are writing to you in regard to monitoring and enforcement of the Order of Conditions (OCC), DEP File #SE 48-2824, issued on September 30, 2015 to the Siasconset Beach Preservation Fund for the “Baxter Road Stabilization Project.” As you may recall, the OCC contains 59 conditions. While we have overall concerns about what appears to be a lack of follow-through in regard to a number of these conditions, we would like to call your attention specifically to Condition #44, which reads as follows: The Town of Nantucket as an assenting property owner and SBPF as the applicant shall provide the Commission with updates every six months on the status of the efforts to relocate alternative access and public utilities’ infrastructure at the northern end of Baxter Road. [Emphasis added.] The OCC was issued over a year ago: in this period of time, according to Condition #44, two (2) updates should have been provided by the applicant and the Town of Nantucket to the Commission in regard to the relocation of alternative access, as well as public utilities infrastructure, in the area of northern Baxter Road. According to the OCC, failure to meet this reporting requirement within the stipulated timeframe shall constitute a project failure. [See OCC, Special Condition #34, section h., page 8.] Although we have been carefully monitoring the enforcement of the OCC on behalf of the many concerned citizens who own the public beach on which the project was, in part, constructed, we are unaware of any such updates being provided to the Commission. If this is indeed the case, we respectfully request that the Commission take appropriate action at its next scheduled meeting. On behalf of the Nantucket Coastal Conservancy Coordinating Team, including Peter Brace, Barbara Bund, Sunny Daily, Rita Higgins, Susan Landmann, Susan McFarland, Maureen Phillips, Linda Spery, Liz Trillos, Charley Walters, Mary Wawro and Karen Werner, Sincerely, D. Anne Atherton COPY: Jim Mahala, DEP and Jim Kelly, Chair, Board of Selectmen     April  27,  2018     TO:  The  Nantucket  Conservation  Commission   FROM:  The  NCC  Coordinating  Team     RE:  MAJOR  POST-­‐STORM  REPORTS,  MARCH  2018   BAXTER  ROAD  TEMPORARY  STABILIZATION   PROJECT     We  would  like  to  submit,  for  the  record,  photos  of  the  geotube  project  taken  by  Susan   Landmann  on  or  about  the  following  dates  in  the  first  quarter  of  this  year:  January  9,  February  1,   March  6  and  March  20,  2018.  [See  attachment.]     Ms.  Landmann,  who  accessed  the  beach  below  the  bluff  via  the  public  entrance  at  Hoicks   Hollow  or  from  Quidnet  at  times  when  the  Hoicks  Hollow  public  way  was  inaccessible,  took   these  photos  at  random  times.  We  believe  that  this  anecdotal  evidence  graphically  illustrates   two  of  our  ongoing  concerns  about  this  project,  which  is  installed  for  the  most  part  on  public   property:     One,  there  appears  to  be  no  monitoring  of  the  times  when  the  geotubes  are  exposed.  Greg   Berman,  the  independent  reviewer,  has  pointed  out  that  when  the  geotubes  are  exposed  they   function  as  a  coastal  engineering  structure  (CES).  One  can  see  from  these  photos  that  the   geotubes  have  been  exposed  for  significant  periods  of  time  during  the  first  quarter  of  2018.  We   don’t  know  whether  or  not  the  applicant  had  replenished  the  template  covering  the  exposed   geotubes  between  the  dates  when  Ms.  Landmann  took  these  photos.  However,  we  believe  that   the  Commission  should  require  more  careful  monitoring  of  this  condition,  as  the  potential  for   damage  to  downdrift  properties  is  high,  especially  during  storm  events.     Two,  there  appears  to  be  no  monitoring  of  the  times  when  there  is  no  walkable  beach   seaward  of  the  installation,  as  required  by  the  permit.  The  wrack  line,  indicating  the  height  of   the  tide  in  front  of  the  geotubes,  can  be  plainly  discerned  in  the  photos.  The  applicant  is   required  to  maintain  a  walkable  beach  seaward  of  the  project  at  all  times,  even  at  high  tide.  As   depicted  in  these  pictures,  the  beach  is  not  walkable  at  high  tide.  How  can  the  applicants  state   that  they  are  in  compliance  with  this  condition  of  the  permit  when  there  is  no  documentation   to  substantiate  that  claim?  Not  only  is  this  condition  not  being  monitored,  it  is  not  being  met.   We  respectfully  ask  that  the  Commission  take  steps  to  see  that  this  condition  is  enforced.     Thank  you.     ATTACHMENT  (41  pp.)                 January  9,  2018                 February  1,  2018                 March  6,  2018                 March  20,  2018               TO:  The  Nantucket  Conservation  Commission   FROM:  The  NCC  Coordinating  Team   DATE:  April  27,  2018   RE:  Addendum  to  Public  Comment  re  SBPF  2017  Monitoring  Report  re  Crevice       We  would  like  to  submit,  for  the  record,  photos  of  the  geotube  project  taken  by   Susan  Landmann  on  or  about  the  following  dates:  November  29  and  December  26,   2017.     These  photos  depict  a  crevice,  or  fissure  of  some  kind,  opening  up  behind  the   installation  at  the  north  end  and  the  bluff.  The  crevice  was  of  significant  depth   that  a  person  could  walk  into  it.       Mitigation  sand  was  apparently  added  and  filled  the  crevice  in  late  November,  but   when  Ms.  Landmann  took  photos  in  late  December,  it  had  re-­‐opened.     We  don’t  recall  that  this  condition  has  been  referenced  to  date.     Thank  you.         ATTACHMENT  (7  PP.)   November  29,  2017   December  26,  2017