Pi-Pa-TAG, Inc.
Pinellas & Pasco
Counties Technical Assistance Grant
1015
Wideview Ave.
Tarpon
Springs, FL 34689
___________________________________________________________________________________
Phone
(727) 937-2968 Email:
chimal@flasuncoast.net
Fax (727) 942-3978
October 19, 2000
John
Blanchard
Remedial
Project Manager
US
EPA, Region 4
61
Forsyth St., SW
Atlanta,
GA 30303
Dear
Mr. Blanchard,
The Board of PiPaTAG, Inc. has reviewed the Stauffer Management Company
Work Plan Demolition Project as well as the analysis of that plan performed by
Drs. R. Kevin Pegg and Mary Starnes Saunders.
We concur fully with the concerns expressed by Drs. Pegg and Saunders as
specified in their October 12, 2000 letter to you. By appending a copy of that
letter to this communication, we make it an official part of PiPaTAG, Inc.'s
comments on the proposal, thus assuring that the affected community will have
access to that information.
Additionally, we note that D. Michael Flanery and Bonnie Bergen, Pinellas
County Unit of the Florida Department of Health, have informed you that one
effect of the demolition project, as proposed, would be (paraphrased) the
obliteration of several reference points that have been used as markers for
describing various significant aspects of the site. Their concern is similar to
one expressed by PiPaTAG, Inc., in our letter of September 12, 1996 (Pi-Pa-TAG,
Inc. Comments to EPA / Stauffer Chemical Plant Superfund Site Feasibility
Study), in which we pointed out (paraphrased)
that, because of changes in the site (removal of buildings, construction of
berms, etc.), the location of significant points on the site were being blurred.
The Board of PiPaTAG, Inc. fully supports Flanery and Bergen's request that,
before any buildings or other landmarks are removed, a professional survey of
the site be done, as follows. "This
site plan should, at the least, provide re-obtainable longitudes and latitudes
that would allow one to relocate areas of potential concern. Specifically, the
site plan should identify building structures, hazardous material storage
locations, equipment areas, etc. Currently, since the ponds are not readily
visible, bearings from existing buildings are used to verify their general
locations. With Lat-Longs readily available, future visitors to the site could
use a handheld GPS unit to locate the sites of structures that have been
removed." (Flanery
9/29/2000 communication to Blanchard, copy to PiPaTAG, Inc.) By inclusion
in this letter, the concerns of Flanery and Bergen are a part of PiPaTAG,
Inc.s official comment on the Stauffer Management Company Work Plan
Demolition Project
The Board of PiPaTAG, Inc. is disappointed that the proposed work plan
for demolition of existing structures is of such poor quality that we cannot
accept it. We urge Region 4 EPA to provide PiPaTAG and other affected parties
with a response to all of the questions posed in the report of Drs. Pegg and
Saunders and that corrections or adjustments be made before Stauffer Management
Company attempts to implement their flawed plan. We also need a guarantee that
the eventual implementation of any demolition plan will not proceed until the
site is surveyed in such a manner as to comply with Flanery and Bergen's
concerns.
Sincerely,
no signature on electronic copies
Heather Malinowski
Secretary, Pi-Pa-Tag
cc:
US Rep Mike Bilirakis
US Rep Karen Thurman
FL Sen Jack Latvala
FL Rep Heather Fiorentino
David B. Struhs (FDEP)
Robert Martin (EPA Ombudsman)
John Hankinson (EPA)
Carlene Hobbs (ACAG)
Kevin Pegg (Technical Advisor
D. Michael Flanery (Pinellas County Unit, DOH.)
![]()
October
12, 2000
Mr.
John Blanchard
EPA
Region 4
Atlanta
Federal Center
61
Forsyth Street
Atlanta,
Georgia 30303
RE:
Review of the Work Plan Demolition Project dated September, 2000.
At the request of Pi-Pa-Tag we have reviewed the Stauffer
Management Company Work Plan Demolition Project. Our comments, questions, and
remarks are below.
Overview:
The Demolition Workplan provided by Region 4 EPA is one of
the most poorly written and least detailed plans provided for review. There are
no engineer seals on any of the Scope of Work documents. The plan did not have
the appearance or depth of a professionally peer-reviewed plan, as is customary
for Superfund. There was a complete lack of detail in critical sections
regarding sampling, analysis and erosion control. The single figure which
contains hand-drawn components without scaledid not match the text
descriptions and was practically worthless for evaluation purposes. Descriptions
of operations were so incompetently done that it is unclear if the plan can meet
State of Florida ARARs, and the possibility exists that neighborhoods close
to some operations may be exposed to dust, fumes, runoff, or toxic mist from
overspray. It seems likely that contaminated waste, or waste-contaminated
equipment or refuse, will leave the site under this plan.
Since the plan was so lacking in detail, we cannot
recommend that Pi-Pa-Tag accept the Plan as provided for review.
Our questions and requests for detail are noted in italics:
2.1 Project
Submittals
There does not appear to be any requirement for a progress
or closeout report, or, for that matter, any formal report during this process.
Analytical data appears only to be targeted to waste-disposal services.
Why are no oversight
reports generated during this work?
2.4 Set Up Temporary
Facilities
This section only pertains to temporary staging of
containerized liquids, chemicals, etc. gathered from building areas. There
is no mention in this plan of temporary storage of soils, wall debris,
foundation rubble or potentially contaminated materials.
Where are
uncontainerized solid wastes to be staged during demolition?
2.5 Site Monitoring
Activities
This section states that there are monitoring stations,
however, the section referred to for more detail, Appendix D, lacks even a
rudimentary discussion of site monitoring events, procedures or locations.
Where are the
eight monitoring stations located? Why is no map provided?
It is impossible to judge the efficacy of the monitoring
plan with the information provided.
2.7.1 Maintenance
Building
Does this refer to
the maintenance shop shown on Figure 1-1, or is it a different structure?
2.7.1.1 Mercury lamps and fluorescent lights will be sent
to a reclamation center within 90-days.
Where will these be
stored in the interim?
Will this comply with
State of Florida requirements (potential ARARs) on handling refuse
fluorescent bulbs?
2.7.1.3 Masonry block walls are to be crushed and used as
fill.
Where will the
material be filled and where will it be stored or processed?
2.7.1.4 Concrete equipment foundations are broken into
pieces and used as fill.
Again, where will the
processing and filling occur?
Will the material be
staged? Where?
Figure 1-1. This diagram is poor even by EPA Region 4
standards. It is merely a general drawing with some pen markings on it.
Why are no
professionally developed maps or charts available?
2.7.1.8 refers to the
work pit.
Is the work pit
within the building? If not, where is the work pit located?
2.7.1.8 In cleaning the work pit, pressure washing will
entail the use of an above ground temporary tank. The tank is apparently not
described under temporary facilities (section 2.4).
Where and how long
will the temporary tank be located on the site?
What does
characterization mean in reference to the contents of the poly tank? Why
are there no references to Appendix D (Sampling and Analysis) for
characterization of material from the waste pit?
If the wash water is to
be tested, how will it be tested and for what agents?
Is there any
possibility of overspray from the pressure cleaning carrying a toxic mist
to an occupied residential area?
2.7.1.10 Sand is used as a fill agent.
Will the sand be from the same areas
of the site thought to be associated with the Native American Indian middens, or
from off site? If the sand is from off site, is it placed somewhere on site to
be used as needed? If so, where? If placed on site, will it be on a
liner, or directly on the ground?
Is there the
possibility that demolished areas could become contaminated if sand or other
materials are staged in slag contaminated areas, then used as fill?
2.7.2 Boiler House
2.7.2.3 Mercury lamps and fluorescent lights will be sent
to a reclamation center within 90-days.
Where will these be
stored in the interim?
Will this comply with
State of Florida requirements (potential ARARs) on handling refuse
fluorescent bulbs?
2.7.2.6 This section states concrete masonry block wall
will be stripped off
and crushed with the crushed block to be
used
as fill in the sump.
Is the sump the
same sump pit shown in Figure 1-1 just above the hand written note to debris
pile? If not, and the material is to be used somewhere else, where is it
placed?
2.7.2.10 also refers to the sump pit stating that it
is to be cleaned out and pressure washed with the wastewater pumped to an above
ground poly tank. Several questions:
Is this the same sump
pit referred to in 2.7.2.6?
If so, how is it filled with crushed
concrete block and then pressure washed clean in a later step?
The opening line to this section reads, The boiler house will be demolished
in the following manner and sequence. Clearly
that does not seem logical given this sequence; there is much missing in this
plan.
Is this the same tank
as described under 2.7.1.8 regarding the work pit?
If not where is this tank staged for
operation?
Note, additionally, that this section refers to section D, Sampling and
Analysis Plan for detail on wastewater characterization. However, there is no
actual plan in Appendix D detailing any characterization, only vague references
to characterization under RCRA, without specifying which RCRA guidelines must be
met.
If the same tank is
used, are the contents mixed, or is the tank emptied between jobs? If the tank
is emptied, where is it emptied?
Which RCRA standards
are met for waste characterization?
Why are Superfund
standards for toxic waste characterization ignored?
2.7.1.12 Sand is used as a fill agent.
Will the sand be from
the same areas of the site thought to be associated with the Native American
Indian middens, or from off site?
If the sand is from off
site, is it placed somewhere on site to be used as needed? If so, where?
Is there the possibility that areas could become contaminated if sand or
other materials are staged in slag-contaminated areas?
2.7.3 Compressor
building
We could not locate a compressor building on the
Figure 1-1 provided by EPA Region 4.
Please provide an
accurate map.
2.7.3.1 reads, All drums will be removed
and sent to
the staging area
No staging area is shown on Figure 1-1, the single
reference to staging area in the Temporary Facilities section does not give a
location. Please provide an accurate map.
2.7.3.4 refers to cleaning the sump with the wastewater
contained in an above ground tank.
Is this the same tank as used in the
Maintenance Building and/or Boiler House? There is no reference to
analysis of wastewater contents under Appendix D.
How will the material
be disposed?
Will the contents be
mixed with the wastewater from other jobs on site?
Since the Compressor
building does not appear on maps, is there the possibility of over spray from
pressure washing affecting local residents?
2.7.3.5 states that concrete in the roof slab and block
structure will be used as fill elsewhere on the site. Where
will this crushed material be stored until use? What does "broken-up material" mean in terms of size--
gravel-sized, brick-sized, etc.? How will it be storedis it covered or left
exposed to the elements?
2.7.4 Cooling Towers,
Basin and Sumps
Are all of these
areas co-located in the area marked "cooling towers" on Figure 1-1, or
are they scattered around the site?
2.7.5 Clarifier Ring
Walls and Slab
2.7.5.2 states Hay bales will be installed around the
down-slope end
to serve as adequate erosion control
The term adequate is
ambiguous, and should be explained fully.
There is a reference to Appendix E for Erosion Control,
however there is no explanation or discussion of what erosion control means in
Appendix E.
Where will the hay be
placed, how much hay, and how is this amount determined to be adequate?
Will the hay be used
over any areas that are known to be contaminated?
After demolition the hay is to be thrown over the leveled
area. If the hay was placed in a contaminated zone, then contaminated hay may be
thrown over the refilled site. Clearly more detail is necessary to evaluate this
erosion control method.
Under which RCRA or Superfund rules
does hay qualify as an adsorbent of toxic waste?
2.7.6 Site Tanks
Site tanks are not marked on Figure 1-1.
Proper maps should be
provided by Region 4 as part of any workplan.
2.7.6.1 Standing liquids are to be removed by pumping
to poly tanks.
What are the
standing liquids?
Where will the poly tanks be stored,
and are these the same tank or tanks as previously described for the maintenance
and other areas?
What does
characterization mean, and why are there no references to Appendix D
sampling and analysis?
2.7.6.2 The atmosphere within each tank will be
monitored for explosive characteristics.
How will the
monitoring take place?
Why is this operation
not discussed under Appendix D?
What types of chemical vapors are
expected?
The Lower Explosive Limit calculation is not
explained either within the Scope or in any Appendix.
These details should be provided.
Scale and sludge removal is to be by shovel or bucket,
however there is no description as to the fate of this material.
What happens to the
sludge?
Why is this material
not subjected to containerization and analysis?
2.7.6.5 Associated piping is removed in Step 5, after the
tanks are sent to the scrap yard in Step 4.
2.7.6.8 describes containerization of tank contents.
However, this step is given after step 2.7.6.4 where the tanks are crushed or
flattened. The preamble to this section states that the tanks will be
dismantled according to the following procedure and sequence, however the
sequence makes no sense since the tanks are flattened and removed prior to
containerization of any contents.
The actual sequence
should be provided.
2.7.7 Dike Areas
Appears to be
misspelled in Figure 1-1.
2.7.9 North West
Corner of Site
It is unclear if this is the same as the area shown on
Figure 1-1, above the slag pits labeled Miscellaneous
Trash and Debris Removal.
A properly marked map
is essential to understanding this work plan and should be provided.
It is unclear if this
work will impact the slag areas.
Portions of the Miscellaneous Trash and Debris
Removal appear in Figure 1-1 to be within the slag processing area. Will
slag or slag contaminated materials be removed? Since no testing is indicated in
this section or Appendix D, how can SMC/EPA be sure that slag is not removed
during this portion of the project?
2.7.10 Slag Pit
concrete walls.
This area is not marked on Figure 1-1.
A properly marked map is essential
to understanding this workplan.
The preamble states that there is danger from elemental
phosphorus during this work, and a fire watch is indicated. Since the map is
incomplete it is impossible to know if this work endangers the neighborhood or
school.
This section is
extremely vague and should be corrected, and correct maps and safety procedures
indicated. There is no section detailing the firewatch procedures, or how the
community will be contacted if phosphorus smoke is expected.
Will slag or slag
contaminated materials be removed? Since no testing is indicated in this section
or Appendix D, how can SMC/EPA be sure that slag is not removed during this
portion of the project?
2.7.11 Elevated Fire
Water Storage Tank
It is unclear if the Elevated Water Storage Tank is
the same as the Water Tower shown in Figure 1-1.
A properly marked map
is essential to understanding this cleanup and should be provided.
2.7.12 Fire Water
Loop and Underground Piping
These areas are not shown on Figure 1-1. It is impossible
to determine if they impact an area of known contamination.
A properly marked map is essential
to understanding this cleanup and should be provided.
2.7.12.4 Oil-impacted soils are to be placed on plastic
sheeting. However, there is no indication of where this material will be staged
or stored. It would seem, based on previous remarks, that the material would be
more properly drummed and placed in the temporary storage area described under
Section 2.4.
The type of plastic
sheeting should at least be described. Is the plastic sheeting window insulation
quality or does it meet RCRA standards?
Will the soils be
covered or left to wind and water erosion?
Why is this material
not containerized?
2.8 Waste
Characterization Transportation and Disposal; and Appendix D Sampling and
Analysis Plan
These sections are entirely inadequate. There are only
vague indications of testing without any indication of the nature of testing.
RCRA standards vary greatly and it does not appear at all likely that materials
are being tested for toxicity under CERCLA/SARA, or even under OSHA. There
appears to be a high probability that toxic waste may be removed during these
operations.
Why are these areas
being cleaned up under RCRA rather than Superfund?
Which RCRA protocols
are being used? What types of toxicity tests are expected?
No maps are given for
the placement of monitoring stations. May need to add surface water
characterization when clarifier is analyzed.
2.10 Final Reporting
Why is the Final
Report not considered a Project Submittal and listed under section 2.1?
Other Areas:
Will demolition of other items shown
on Figure 1-1 occur?
There are a number of structures shown that are not
discussed in this workplan: the Carbon Blocks, Tank Pits, Slag Pit, Hot Water
Tank # 1.
Will these areas be demolished as
well?
In addition, as noted, there are several areas that are
ambiguously referred to in the plan, such as the Sump Pit, Water Tower,
Maintenance shop; these areas need to be
properly identified on maps and figures.
The map should match
the text so that it is clear what is being demolished.
Conclusions:
Our opinion, after reading the plan, is that EPA/SMC may be
attempting to perform this cleanup under less restrictive RCRA rules, and with
minimal Superfund compliance, since they were unable to move a Consent Decree
through the Department of Justice. The plan as provided for review is highly
suspect, potentially unsafe, and without more detail may entail endangerment of
local residents.
R. Kevin Pegg, Ph. D.
Mary Starnes Saunders, Ph. D.