Development of the SIRD Bank Restoration & Armoring
      Project
            
                       
September 5th thru October 27th 2004 – Periodic Observations
            
                       
with
            
                       
Daily observations and contract compliance reports –
starting October 30, 2004
            
            
            Saturday/Sunday, September 04/05 – Hurricane Frances Makes
  a  “Dead    Center Strike” 
            
            Rainfall total = 6.25” (1.17” – 4th, 3.43” – 5th, 1.65 “ 6th)
            HC Strength – Cat 1, winds 90 – 100 MPH, Gusts 110-120 MPH
            Central Pressure – 27.52 In. Hg.
            
            The South end of SIRD is overtopped and essentially destroyed 
from   the   County  Line Northward thru and past the Eden Lawn Plantation 
(13377   SIRD)   where the road starts to rise to the high bank of the Indian 
River   Ridge.    Along the Indian River Ridge’s sector, roughly from 
the Between   Waters Trailer   Park (~ 13179 SIRD) into the Ft. Pierce section
 of SIRD,   many sections of   The Drive were compromised by river bank failure
 into  the SIRD R/W and in   some instances also impacting the Roadbed. 
 The  Area South of Walton   Road was immediately closed and only residents
 in that area allowed access.     Due to lines down in the road immediately
 South of Walton Rd. and SIRD’s   R/W and/or pavement being compromised in
 this stretch immediately South of  Walton Rd, temporary access was via the
 Railroad R/W North of  Riverside   Drive.  From Walton Rd to Midway
 Rd, I estimate that a total of 1500’   to 2500’ of SIRD was compromised,
in numerous scattered locations, with the  longest single failure section
of 500 - 600’ near the “6000 block” of SIRD.   North of Midway Rd to
Downtown Ft. Pierce, I estimate a total of 500 – 1000’  of failure, also
in scattered locations along this length.
            
            Doug Anderson, County Administrator hired Ranger Construction 
to  immediately     start restoration of the roadway in the extreme Southern
 section, the low    stretch, and to make immediate, expedient repairs to
washed out sections    of SIRD northward by dumping fill to restore the bank
within the SIRD R/W    and deep patching locations where the roadbed itself
had been compromised.
            
            Thursday, September 16 – 
            
            I observed (and obtained field notes) from a “DOT hired survey
 crew”    which   was making a cross section survey adjacent to my home. 
 This    x-section   location was identified as “MP 6.0” at 9009 SIRD (based
 on odometer   readings   – with “MP 0” being the roundabout at the Stuart
 Bridge and proceeding   North   along the drive).  They were making
assessment cross sections   at 0.2   Mi (approximately 1000’ intervals) for
the full length of The Drive.    
            
            Also in this week, I had observed and talked with a member of 
the   Co.   Engineers  staff who was making an inventory of culverts along 
the  drive  and stated to him that dad had lived here for nearly 30 years 
and had lost  10 to 16 ft of bank over that period, which we attribute largely 
to the culverts   which  have been dumping onto our land and washing away 
our bank.  Also  that  for at least the past 10 years both dad and I 
have approached Road & Bridge with requests to replace this culvert with 
a bottom discharging  culvert.   They would respond by coming out to 
“investigate” and we’d  be assured that  a work order had been entered, several 
times, and yet no  action has come from these repeated requests.  Sometime, 
 dad thinks it was in their first 10 years here, the present culvert was replaced
 because  the older one (also a CMP culvert) had “rusted out”.  However,
 the replacement  was a “replacement in kind” with the addition of a poured
 concrete headwall  and an “H” style culvert end support frame made from
sign  posts.  It  didn’t take very long, as the bank continued to be
eroded  at the culvert outfall for this support frame to work it’s way out
from it  support position and travel down slope to it’s present position about
6’ out and down from the cantilevered end of the culvert.
            
            Also about this time, in speaking with one of Ranger’s supervisors/foreman
      working with the expedient fill operations – he’d indicated that they
  did    not have firm direction as to what would and what would not be filled
  but    generally washouts and bank failures would be filled if the bank
had  failed    to within 10’ of the pavement.  He also stated that a
“fly-by,  assessment    survey” was scheduled to film the entire length of
the drive  and riverbank    the next day.
            
            Tuesday/Wednesday, September 21/22 – The Remnants of Hurricane
    Ivan   pass thru this area 
            
            Additional rainfall total - 4.93” ( 3.22” on the 21st and 0.99” 
 on  the   22nd).   This additional rain caused severe damage to the 
expedient   fill which had  been placed and was in an unprotected condition. 
  I  would estimate that  30 to 40% of the fill placed was washed into the
 Indian  River Lagoon.
            
            September 22/24 – 
            
            Ranger makes a serious push to add sandbag protection along filled
   sections    in preparation for the arrival of Hurricane Frances.
            
            September 25/26 – Hurricane Jeanne Makes a “Dead Center 
Strike”     
            
            Rainfall total = 4.80” (4.65” – 26th, 0.15” 27th)
            HC Strength – Cat 3, winds ~ 110 - 120 MPH, Gusts 120-140 MPH
            Central Pressure – 27.20 In. Hg.
            
            This second direct hurricane hit in three weeks caused additional 
  damage    and bank failure along SIRD.  I estimate that between Walton 
  Rd. and  Midway Rd bank failure to within the SIRD R/W now totals 4000 -
 4500', and  in the Midway Rd to Ft. Pierce sector is now 2000 - 2500'.  I
 have  not  yet been South of Walton Rd it remains closed and guarded by
the  Sherriff.    This only  reinforces the Counties need to “do
something”   to  protect the counties roadway – South Indian River Drive.
            
            Friday, October 1 – 
            
            St. Lucie County sent out a very simple, one sentence, “License 
 to  Access”    to property owners along SIRD which would grant the owners 
 permission  to   St. Lucie County for access to their property in order to
 “stabilize  the  roadbed of South Indian River Drive at that address”.
            
            Thursday, October 14 – 
            
            Mike Powley, St. Lucie county Engineer sent out a letter to Indian
   River    Drive Residents advising of a public informational meeting to
be   held on   October 22nd concerning the IRD Bank stabilization Project.
            
            Monday, October 18 – 
            
            I met with some people from Hubbard Construction who had stopped
  at  9009   SIRD / MP 6.0 and were discussing the repairs that were slated
  to be made.    They shared a view of the typical repair cross section
  detail  indicating  a rebuilding of the bank with regrassing (sodding)
and   an armoring  of the  bank toe with one of 3 revetment options – rock
rubble   rip rap, crushed  concrete   rubble rip rap, or a manufactured concrete
block  revetment mat.   They   also shared the information that the
length of SIRD had been split  into 3  roughly 4 miles work sections and 
Hubbard  had been notified  that they  were the successful bidder for the
South section  – with Ranger  being the successful bidder for the middle
section, and Dickerson  the successful  bidder for the North section. 
Also, that the contract’s  were to be awarded at the County Commission meeting
the next day (Tuesday,  Oct 19th).  This contract award vote was postponed
to Friday, October  22nd.
            
            Note:  at some time between Oct 14th and Oct 20th, Roger 
Sharp    –  President  of the IRDFH, Inc. had spoken with Commissioner Barnes 
about    the  Freeholders  concerns for project input and particularily about 
homeowner     concerns about  clearing on our riverbanks.  This did result
in an   October  20th change  in the project plans from general clearing and
grubbing   to select  clearing  and grubbing.
            
            
            Thursday, October 21 – 
            
            At the IRDFH quarterly meeting, Commissioner Barnes and County
 Engineer     Mike Powley were present and delivered a presentation on the
 proposed project    – essentially as I’ve described above from what the
Hubbard  Contractor   had   shared, with the addition of the clearing and
grubbing  note change..       Extensive discussion followed by the membership
which resulted, basically,      in a vote of support that “something” needed
to be done and an endorsement      of a letter stating several concerns and
suggestions for inclusion in  the    project dated October 18 by (?), from
the Florida DEP (?).
            
            Friday, October 22 – 
            
            County Commission (special) meeting held Re. the IRD Project.  
   Lengthy   public comments were heard and the vote to award the contracts 
  was postponed   to Tuesday October 26th to give the County engineer time 
 to poll the contractors   about additional changes requested by the public.
            
            NOTE:  I went to the County Engineers Office ~ 7:30AM, requested 
    and  received copies of the Project plan sets.
            1.    South Project, Hubbard – 5.1 Mi less 0.8 
Mi  =  4.3   Mi  (MP 1.7 – MP 6.0)
            2.    Middle Project, Ranger – 4.6 Mi (MP 6.0
–  MP  10.6)
            3.    North Project, Dickerson – 4.0 Mi (MP 10.6 
 –  MP  14.6)
            
            Tuesday, October 26 – 
            
            County Commission (regular) Meeting held with the IRD Project 
added    to  the  scheduled agenda.  Commissioner Barnes moves on 5 Items
to   move  this  project forward and award the contracts, all pass on 5-0
vote   of the  Commissioners.
           
            1.    An Emergency Joint Participation Agreement 
 (Resolution     04-304) between SLC and FDOT
            2.    Award South Project to Hubbard - $6,937,205.95 
   (Budget   - $7,631,000.00) … 
            3.    Award Middle project to Ranger - $8,944,151.47 
   (Budget   - $9.839,999.00)
            4.    Award North project to Dickerson - $9,134,025.89 
    (Budget  $10,047,500.00)
            5.    Award (Field) Engineering & Testing
to  Dunkleberger     - $1,139,939.44
            
            In making the motion for item 1, Commissioner Barns also included 
  an  additional   provision that a “Citizens AD HOC Committee” be formed 
to  coordinate  citizen   concerns on this project (at least that was “my” 
impression  of the addition   to the published agenda item).
            
            On exiting this meeting, I voluntered my services to Roger Sharp
  to  represent   the IRDFH, Inc. to this Citizens AD HOC Committee, and
this   was  accepted  pending a polling or special meeting of our Board of
Directors.
            
                       
>>> The “bottom line” is … this project has
      gone to contract, as designed.  <<<
            
                       
(with the exception of a change from general to select
      clearing and grubbing)
            
            
            The impact of 3 major storms in a three week period did cause 
significant      damage to the public roadway that is CR 707 / South Indian 
River Drive.       This threat to the public property was recognized 
by the County and action      was initiated to mitigate the threat.  
An offer of $25 million in   Federal   Highway Administration Emergency Funding 
was extended.  Within   approximately   a four week period, under the 
County Administrator and County   Engineers direction,  in cooperation with 
the FDOT, the project was scoped,   designed, submitted  to prequalified FDOT
contractors, bids returned – which   exceeded $25 Million,  $5 million of
additional funding was requested and   granted, and the work scheduled for
award.  
            
            These results are, in my opinion – extraordinary!  Is “the 
 project”     the best possible (under normal circumstance) solution?  
 No.    Is  it the “best possible” engineering solution?   
No.  Is   it the “best possible” solution, given the constraints of budget
and time?      I believe it is.  Plus, we do have, in the commission
record, direction     to start preliminary work on a “phase 2”, revegatation
project component,     in additional to this project’s structural solution.
            
            Wednesday, October 27 –
            
            The County Engineer writes a letter to Indian River Drive residents 
   advising   of an informational meeting to be held in the commission chambers 
   on November   3rd Re. this project (postmarked October 29th).
            
            Saturday, October 30 – 
            
            Dickerson commences earth work in the North Sector.  I meet
  with   them,  and “remind” them of the Maintenance of Traffic (MOT) requirement 
   that off  duty officers be used for traffic control at two-way / one lane 
   locations.   (A floating turbidity barrier with approximately a 3' 
 curtain  is being  installed for erosion control ... in lieu  of a Type
 IV silt  fence as  shown on the plans. (?)
            
            Sunday, October 31 –
            
            No work observed in any work segment.
            
            Monday,  November 1 – 
           
           Ranger and Hubbard commence earth work in the Middle and South 
Sectors.
            
            I met Mike Powley, Craig Dunkleberger, and others in the North
 sector    and  express again that MOT and protection of the Lagoon will
be  a major   Freeholder  concerns – and that the presence of uniformed officers
 just might  provide  an additional benefit in the form of potential “incident 
 control”  given the  fact that this project has raised a considerable degree 
 of passion  and concerns  re. the counties ability to take title to our lands. 
  Travel end to end and see that signage and MOT requirements are not being
  enforced by the Dunkleberger field engineers.  I was informed that
this  project is scheduled to be run on a 2 – 12 hour shift basis, 7 days
per week  to completion.
            
            Middle sector (Ranger) delayed in starting because MHW survey 
staking     which  had been set to aid in the location and erection of silt 
barrier      – had been removed and had to be reset.
            
            Tuesday, November 2 – 
            
            Got Business Card Stock, made a card to hand out to DET inspectors
   and   contractor  supervisors introducing myself as the representative
to   this  projects AD HOC Citizens committee from the IRDFH, Inc. 
I also   wrote  an email letter  of introduction to Craig Dunkleberger (with
a request   it  also be forwarded  to Mike Powley) and copied the Board of
Directors  of the  IRDFH, Inc.
            
            Travel end to end observing and attempting to introduce myself
 to  Dunklebergers    “field engineers” /  the project inspectors contracted 
  to be the County    Engineers “eyes and ears” at the project.  I am 
 met with some reluctance    and apparent suspision.  
            
            Wednesday, November 3 –
            
            I stayed up until 3AM assembling a set of DOT specifications
pertinent      to  this project from the FDOT web site, and go to the County
office at   6:30  AM to wait and try to catch the County Engineer to discuss
my letter   to Dunkleberger   and what I’ve encountered when introducing
myself to the   field engineers  who he’s hired to enforce the provisions
of the contracts   and project plans.    He arrived shortly after 8
and we had, what I  feel is a “good meeting” for    about 35 – 40 minutes.
            
            Inquired about an apparent changes to the plans because I was 
aware    that   preconstruction x-sections were not being done, and was informed 
 of  2 changes   - 
            1.    Embankment fill, will now be paid on a truck 
  count/delivered    basis rather than based on 100’ interval pre and post 
 construction cross   sections.
            2.  The County has asked contractors for a change order
quote    to  remove  and truck to a “tree hospital” at the fairgrounds “selected”
  trees  in the  down bank area which would otherwise be removed and hauled
  to the  landfill  as clearing and grubbing debris.  Surviving trees
 would then  be potentially  available for replanting in the “phase 2” -
revegetation    project.
           
           Again challenged the Field inspectors to enforce the MOT requirements
    as  required – signage & lane separation cones, use of off duty officers
    where two way/one lane traffic operations were required and inquired
about     the promise of closing SIRD to local traffic only and posting law
enforcement      at SIRD access points to enforce this road’s closing.
            
            Looked up and made a copy of S95.361 (Limitations of Actions:  
   Adverse   Possession) Roads Presumed to be Dedicated.  Took it up 
to   the County   engineer around 3PM and advised him that this provision 
needed   to be addressed   and waived in the counties “License to Access” 
with each   of the 1000 +/-  individually effected property owners.  
I also shared   with Mike a comparison  which I’d prepared concerning the 
optional revetment   solutions included in  the plans and my serious concern 
at the very significant   difference in the  mass (the Wt. per Sq. Ft.) of 
the accepted contractor  bid option for the articulated block mat (45 to 53
#/SF vs an estimated 512  #/SF for the Rubble rip rap options).  Mike
shared a draft of a letter  which was being prepared for Doug Anderson’s signature
which was intended  to address property owners concerns in this area. 
(I then went up to  the Co. Attny’s office to inquire about the status of
our own modified “License  to Access” which we’d submitted on 27 October.) 
Shortly after I sat  down to wait, Mike came in to consult with the Co. Attny
– carrying the copy  of the State Statute – S95.361 – that I’d given him.
            
            I attended the “public informational meeting” (my third trip
to  the   County   Offices today) concerning the IRD Bank Restoration project 
 – scheduled   and   hosted by the County Engineer (Mike Powley) in the Comission 
 chambers   from   roughly 6PM to 8:30 or 9PM.  This meeting was also 
 attended by  Doug  Anderson, the County Administrator.  A supplemental 
 “To Whom it  may concern” letter, over Mr. Anderson’s signature was made 
available which  intends to clarify some of the property owners concerns.  
However, it  does not specifically address the waiver of the Counties right 
to obtain  title under the Adverse Possession Statute, 95.361
            
            Some residents raise questions concerning the ability of the
contracted      armoring solution, the articulated block mat, to perform
the function  intended.     These concerns are similar to, but not as
specific as,  the section comparison    which I’d prepared and discussed
with Mike this  morning.  Also, several    residents expressed great
concerns about traffic control, speeding and lane   overlap by the construction
trucks, and the use of private (west side of  SIRD) lands for parking and
turning around.  Doug Anderson called the  sheriff’s Office and returned
to assure the residents that effective Thursday  we could expect to see increased 
patrols and strict enforcement of the 35  MPH speed limit.
            
            Thursday, November 4 – 
            
            I observed significantly increased sheriff’s patrol on SIRD – 
both   motorcycle    patrols and squad car patrols.  Also, in the middle
 sector,   off duty    deputies were being used at locations of two way/
one  lane operations   as   required by the plans.  (This was not observed
 in the North or  South   Contract sectors.)  Also, the few deputies
who had been posted  to control   access to SIRD seem to have been removed
and reposted.
            
            I challenged the Field inspectors about the use of a floating 
turbidity      barrier in place of the plan required Type IV Silt Fencing.  
These    two  products are significantly different and serve different functions.  
     The floating turbidity barrier will not provide protection from the movement
     of silt from the construction zone into the Indian River Lagoon.  
  Silts   will flow right under this barriers approximately 3’ long suspended 
  curtain.
            
            Friday, November 5 – 
            
            I was advised by the DET field inspector that the floating turbidity
    barrier   was an approved substitution (change) in lieu of the Type IV
 Silt   Fence shown  on the plans. 
            I attended the “organizational” meeting of the Citizens AD HOC
 Committee      hosted by the County Engineer in the Commission chambers. 
 It appears      that the focus of this committee will not be coordination
 of problems  encountered    in this “phase I” / contracted structural solution,
 but rather  a committee    intended to focus on the “Phase 2” – the proposed
 revegetation  project.
            
            I inquired to Mike Powley if, in fact, he had authorized a change 
  in  the   silt fence requirement and he said – yes, it was a pending change
   order.     I than challenged that it was hardly an “equal”, that
the    two products serve   entirely different functions and that I would
appreciate    notice of any planned   or issued changes to the project plans
– as bid  and  contracted.   He  informed me that I could have that
information  after  the change orders  were  approved by the Commission. 
I challenged  him  – that, based on  what I’ve observed, these changes had
been issued with notice to proceed and therefore  I (representing the interests
of the Indian River Drive Freeholders)  should  have a right to know, and
not have to find out about these changes  after the fact, or on my own.
            
            Sunday, Nov 7 – 
            
            The only work observed was in the South sector where a Hubbard
 subcontractor      had commenced the attempt to save “down bank” palm trees
 by trucking them     to a County “Tree Hospital”.
            
            Monday, Nov 8 – 
            
            I stopped to speak with Roger (who had been out of town much
of  last   week)   about S95.361 being the root of Freeholder concerns about 
the Counties   right   to take title to our riverfront lands by adverse possession 
 and the  Statutory   assumption that “roadways are presumed to be dedicated”. 
    He placed  a call to the County Attorney and was advised that either
a  Resolution   of  the BOCC or a local ordinance would be prepared for the
Commission’s  scheduled   Tuesday meeting that would specifically address
these concerns  and waive  the Counties right to acquire title to an expanded
“roadway” under  this statute.   
            
            I continued up to the Co. Attorney’s office to get copies of
the   contracts     awarded for this project and the Resolution of the Board,
the  Emergency   Joint  Participation Agreement (Resolution 04-304) between
SLC  and FDOT.    Only  the Ranger and Dickerson contracts were available. 
  I reviewed   them and determined that they were “boiler plate” for the
most   part – with   the exception of the specific contract quantity and
payment   page and requested    that “most” of the Ranger contract be copied
and the   quantities page from    the other construction contracts. 
I also requested   that the other  documents  be located and I be notified
when I could review   them to make a copy request.
            
            On returning to The Drive, I met with Ned Gordon – a field archeologist 
     hired by the County to survey the storm exposed coastal zones.  
He’s     surveying the Drive from South to North and had placed “site flags” 
in  front   of our place (9007/9009 SIRD) indicating a positive and significant 
  archeological   site.  So far, he’s located 8 “positive archeological 
  sites, several   isolated “surface finds”, and one historical site (a riverside 
  “Ice House”)   along The Drive.
            
            Tuesday, November 9 –
            
            I received a call from the County Attorney’s office that my contract
    copies   were ready (still only Ranger’s and Dickerson’s) and went up
to   get them.
            
            In the trip up, I did not observe any use of off duty officers
 at  two   way/one  lane work locations as required by the plans.  Also, 
 MOT required   construction  and work zone signage is still “hit and miss”.  
  (DET’s   field engineers  have not yet positively identified, by name, who
  is each   construction contractors  “Certified Maintenance of Traffic Supervisor”
  …  who is required to be on site when work is in progress and available
24/7    for MOT issues otherwise.
            
            Roger Sharp and I both attended the 6PM Commission meeting today
  and   spoke   in support of the Resolution (04-338) prepared to address,
 the S95.361   property   acquisition issue which disclaims the counties
interest   in obtaining   title   to our riverbank property outside the R/W
which currently   exists.    I  also spoke to our MOT concerns and the
contractor’s failure   to comply  with  their contract and plan requirements.
            
            Wednesday, November 10, 2004 –
            
            Work today is somewhat limited, a “Nor’Easter” has blown in and 
 displaced     or destroyed better than 90% of the floating turbidity barrier 
 that’s been    staked to date.  
            Possibly as a result of MOT comments made last night at the Commission
     meeting,  there is increased use of law enforcement officers at work
locations     in the  North and Middle sectors today.  Stopped by Rogers,
left him    a copy of this report thru the 9th, and discussed his desire
to meet with    the IRDFH  Board and formally accept/appoint me as a technical
advisor  or   consultant  to the IRDFH.  He requested that I submit
a brief proposal     to support  a motion to appoint.
            
            Reviewed the contracts and FDOT specs that I’ve retrieved so
far.
            
            Thursday, November 11, 2004 –
            
            Work resumed, the “Nor’Easter” that blew in yesterday was “only”
  a  one   day  event.  In driving the 3 contract areas I observed that
  work  had   resumed  prior to the turbidity barrier being restored 
 along the working   faces.   I contacted Duane (DET) and advised him
 that the restoration   of this barrier  MUST be the first order of business
 in the resumption of   work … within hours,  this request was (for the most
 part) complied with.    
            
            There is still a serious lack of conformity with FDOT MOT requirements
     …  signage, flaggers, lane separation cones within the working zones,
 etc.    or  contract compliance with the requirement from the plans (Note
 15 / Sheet   12) that “The contractor shall (emphasis added) use off duty
 law enforcement   officers for control of traffic for two way, 1 lane operations.” 
  Also,   there is only very limited use / posting of law enforcement at
Drive   Access   points (or message boards or the  posting of signage)
to advise   of the  “Road Closed / local traffic only” limitation for use
of the drive   by the  public.
            
            Friday, November 12, 2004 –
            
            Went to The County Attorney’s office to get copies of the Hubbard 
  and   Dunkleberger  contracts, and the BOCC Resolutions 04-304 and 04-338 
  which   were not ready  or located on my last visit (only the Hubbard contract 
  was   copied and ready  to pick up.)  I then stopped at the County 
Engineers    office to get copies  of the contractors MOT Plans.  Mike 
Powley was    not in but I was helped  by Michael Harvey, Engineering Intern, 
who stated    that these had been forwarded  to DET “for Approval”.  
However, he  did  state that they were all similar  or identical in that they
adopted the FDOT  requirement for traffic control  in the work zone.  
He extracted   and  copied Sheet 604 (from the FDOT Traffic control design 
standards) from   one  contract file set and advised that the other contractors 
had committed   to  the same standards for MOT.
            
            I reviewed this entire “600 Series” FDOT Design Standards on
returning      home  and placed a call to Duane (DET) around 12:30 stating
that we needed      to get  together to discuss the contractors noncompliance
with this MOT    issue  again.   I did not get together with him Friday
afternoon.
            
            I met with Ned Gordon, the Archeologist, while they reviewed
and   profiled     the AIS Indian site at our place (9007 SIRD). 
            
            Saturday, November 13, 2004 – 
            
            Work on the Projects is very “light” today, no photos taken.
            
            Sunday, November 14, 2004 – 
            
            Overnight (about 3-4 AM) another “Nor’Easter” blew in. 
This   was   accompanied  by a major and intense rainfall to start it off
(about   1 ¼   inches in this hour of rain).  Wind speed was
measured  at my location   at 25-30  sustained, with gusts to 35/40 at 10:30AM.  
 Photos were taken   of the  erosion to fill dumped, or placed and compacted, 
 at the South end   of the middle contract as well as the failure (again) 
of the floating turbidity   barrier.  Around Noon to 12:30 another set 
of photos were taken from   my porch showing the turbidity in the lagoon extending
past the end of the   dock to our north … ~ 400 to 500’ out into the river. 
After being advised  by a neighbor that she’d been chased down and stopped
by an officer posted  near the intersection of Walton Rd. and The Drive on
her way home from church,  and she being advised that SIRD was “closed” between
Walton and Midway due  to Washouts … I drove the projects to investigate
and photograph.
            
            I found and photographed several areas of washouts that have
again    compromised    SIRD.  The most significant today is a failure
of the    North Bound Lane   in the vicinity of 5800 SIRD.  This area
was one   of the longest stretches   of the bank failure (between Walton
and Midway   roads) “up to” the roadway   edge during HC Frances which had
received about   500’ of expedient / dumped   fill.  In addition under
the initial expedient    repairs, roughly 8’ of  the Northbound lane had
been “deep patched”.     The rain this morning   washed this expedient
fill away (again) and in addition   undermined the roadbed     - and
this new deep patch – approximately    7’ into this eastern lane.  
  A second significant washout was found    in the vicinity of 3421 SIRD,
at  an  area of bank which had survived Frances,    Ivan, and Jeanne intact
… and  which  has now failed up to the edge of the   northbound pavement.
            
            The County’s fear for the safety of the SIRD roadway if another 
 storm    were  to come in while the riverbank is in such a storm weakened 
 state is   proving  well founded.  There’s no telling what the sunrise 
 tomorrow    morning will reveal … the winds have not let up all day or all 
 evening.
            
            I received CC’s of 5 emails today from Carl Flick.  As a 
property     owner,  he objects to the project at his address and the first 
two emails     were directed  to Comissioner Doug Coward.  The other 
three emails   were  follow-up’s  to emails to various TV news outlets (WPBF. 
WPTV, and  WPEC) that he’d contacted  concerning “A rebellion along Indian 
River Drive”.       I called Roger  and advised him that he needed 
to check his email as he,    as well as most (or all) of the rest of the “Indian
River Ridge Incorporation     Committee” had been copied as well (CC’s also
included Adam Locke and Julie    Zahniser, the instigators of the legal efforts
to block this project or  obtain  “compensation”  for the county’s right
to access private properties   for this  project).
            
            I reviewed my “Indian River Ridge” Property maps and records
and   determined     that approximately 640 properties (12 of which are within
 the PSL City  Limits)   fronting, or “backing”, on SIRD are directly effected
  by the work  of this   project.  In addition approximately 200 additional
  properties  – on side  streets off of SIRD, not directly effected by or
“direct  beneficiaries   of”  the work of this project are beneficiaries
in the fact  that the failure   of  SIRD would impact access to their property. 
 I also reviewed the   property  appraisers maps and determined that there
 are approximately 115   additional  properties, within the City Limits of
 Ft. Pierce, which are directly  effected  by the project.  This “quick
 count” therefore yields 955 properties   directly, or indirectly, effected
 by this project to protect  the county’s   road and provide continued use
 of the road to the public.
            
            I drove the projects from South to North looking and tallying 
the   properties    where “Blue Paint” on the roadway had been sprayed indicating 
  a written  request  to the county had be entered refusing access to the 
property  for  the project.   These property markings total 42 as of 
Sunday evening   at dusk.
            
            1.  South Contract Sector (County Line to 9009 SIRD) – 6 
properties      “blue marked”
            2.  Middle Contract Sector (9009 – 4311 SIRD) -  21 
properties      “blue marked”
            3.  North Contract Sector (4311 – St. Edwards School) –
15  properties     “blue marked”
            
            I also noted that several (8/42) of these properties “blue marked”
   were   properties which had “legitimate” reasons to request to be excluded
   in that   they – had already provided bank protection in the form of privately 
   installed   seawalls or retaining walls, were in areas of natural protection 
   due to outcrops  of the “Walton Rocks” Strata at river level, or were in
  areas of very low  and extended bank slope which provides natural protection 
  to SIRD.
            
            Monday, November 15, 2004 – 
            
            Went up to see Mike Powley one final time to specifically (verbally)
    address   noncompliance issues related to MOT and Erosion control. 
   Again Mike   requested photographic record to support the noncompliance
 contention.      Came home, copied the 288 “Project Photos” taken to
 date and returned.      On the way home from meeting with Mike Powley,
 I met again with Duane (DET)    about the MOT issue that we'd not gotten
together on Friday.  His  opinion   is that we have a "difference of
opinion" on what is required rather  than   a noncompliance issue.  I
returned and hand delivered this photo  CD  to Michael Harvey, Mike’s Engineering
Intern assistant.  I took several   more photos today illustrative of
our noncompliance concerns on these two   aspects of the project and showing
turbidity in The Lagoon now extending  600’ – 800’ (more or less) out from
the West Bank.
            
            Put these concerns in writing (email) this evening and sent it
 to  Mike   Powley.
           
           Tuesday, November 16, 2004 -
           
           I "more or less" stayed off the road today, but - finally
  took   a  "look/see" ride to see if any changes had been made to MOT or
if  significant    repositioning of the floating turbidity barrier had been
accomplished.   Rode   South to Jensen then covered the entire project(s)
length to  Ft. Pierce.   Unfortunately the answer is "no"
to both  issues.
           
           Roger Sharp called to advise me of a special meeting of the IRDFH
  Board   tomorrow  at 7PM and requested again that I appear and bring with
  me a brief   proposal  for my "service".  
            
            Wednesday, November 17, 2004 –
       
       I still remained “more or less” in the background today, giving some 
 “time”   for Mike to issue compliance instructions to the contractors based 
 on my  Monday night email (I have not received a reply from him yet) and 
also waiting  to see what the IRDFH Board does tonight.  
       
       I did drive The Drive and perhaps observed some evidence of attempts 
 to  comply with the siltation/turbidity issue.  Hubbard (South Sector)
  was  adding PVC “Staples” to retain their Turbidity Barrier.  However,
  these  were being added to the barrier where it currently exists … on the
  shore … which doesn’t do much good.  In the Middle Sector I observed
  that Ranger’s erosion control sub had a truckload of Staked Silt Barrier
 which they may be adding to the erosion control mix.  Where Ranger
was  actively working the turbidity barrier had been repositioned – away
from this active working face the Turbidity barrier remained for the most
part, where and in the condition that the winds and blown it (providing no
protection  from the exposed, cleared and grubbed or partially filled embankment). 
 This observation, the failure to reposition the turbidity barrier (away
from  the actively working face), also holds for all contract sectors. 
       
       I did observe that Deputies were posted at the county line, Walton 
Rd,   and  Midway road and that a Ft. Pierce Officer was posted at Savannah 
Rd  (all with “Road Closed – Local Traffic Only” Barrier signs.  I did 
not  observe  this at the Ft. Pierce entry to the project, the 5th entry point
 to The Drive  Project area.  Within the three contract sectors I did
 not observe any  significant change or improvements to comply with FDOT
Index  Sheet 604 requirements  for MOT at the work zone(s) and no compliance 
with  the requirement that law  enforcement be used for traffic control at 
two way/single lane work areas.
       
       At the North end of the North Sector (around 1709 SIRD) I did note 
the   delivery  of an entirely different fill material, one which much more 
closely   “resembles”  our native soil in color and composition.  I also
examined   (by feel)  both soil types being delivered in the Dickerson Sector
and they   are both  much more granular (non plastic) and are, most likely,
similar  to our native  soils permeability characteristics – even if the
original material did not  come close to matching in “color”.
       
       I wrote a PROPOSAL
  FOR  SERVICE Letter to the IRDFH Board of Directors and delivered it
 to their  meeting this evening.
       
           Thursday, November 18, 2004 -
      
      Jack Shelton, a  member of the IRDFH Board, came by this morning 
 to  advise me that the Board had rejected my proposal for services.  They
   insisted that if I was to continue, that I change the language of my proposal
   re. my "vision" -      
I envision my role as a representative of the Freeholders to be
twofold. 
     
     First, I will make myself available to Mike, you, and your Field 
     Engineers as a partner in educating the freeholders to the benefit and 
 
     necessity of this project - the "phase one" structural component
as  it's  
     been identified.  Second, I will work thru and with your field
  engineers 
     in the enforcement of the construction details and assist, if requested, 
  
     in the interpretation of "slope details".
     
          Change the bolded section to read - "a project."
     
     I refused to agree to the Boards proposed revision.  "This
 project"  - is the only project that exists and the only one that
 "we'll" get despite  the objections expressed by a distinct, but vocal,
minority  of Drive property  owners.  Further, as stated in my "Proposal
for Service",  this vision  had been conveyed to Mike Powley, The County
Engineer - Craig  Dunkelberger,  VP of  Dunkelberger Engineering and
Testing (the consultant  awarded the contract for materials testing and engineering
supervision for  The Project  - and the IRDFH Board members by email on November
2nd.  I  wasn't about  to go back on my word, and change my view or
vision.
     
     For my own interest, I'll continue following the progress and execution
  of the work, but not as a representative of - or in the interests of -
the   Drive's property Owners, in general, or the Freeholders Association
- in  particular.  The balance of this restoration project's observations
 will be only in the form of what future (dated) photographs I may take.
         
         
-- END OF REPORT --