RECEIVED
CLERK’S OFFICE
MAY 12 2OO~
BEFORE THE ILLINOIS POLLUTION CONTROL BOARD
STATE
OF ILLINOIS
Pollution Control Board
IN
THE
MATTER OF:
)
PROPOSED AMENDMENTS TO REGULATION OF
PETROLEUM LEAKING UNDERGROUND STORAGE
TANKS
(35
Ill. Adm. Code 732)
IN THE MATTER OF:
PROPOSED AMENDMENTS TO REGULATION OF
PETROLEUM LEAKING UNDERGROUND STORAGE
TANKS
(35
Ill. Adm. Code 734)
)
)
)
)
)
R04-22
(Rulemaking
-
Land)
)
R04-23
)
)
)
(Rulemaking
-
Land)
NOTICE OF FILING
Dorothy Gunn, Clerk
Illinois Pollution Control Board
James R. Thompson Center
100W. Randolph, Suite 11-500
Chicago, Illinois 60601-3218
SEE ATTACHED SERVICE LIST
Marie Tipsord
Illinois Pollution Control Board
James R. Thompson Center
100 W. Randolph, Suite 11-500
Chicago, Illinois 60601-3218
PLEASE TAKE NOTICE that I have today filed with the Office of the Clerk of
the Pollution Control Board the Prefiled Testimony of Daniel J. Goodwin, P.E. on Behalf
of the Consulting Engineers Council of Illinois, a copy of which is herewith served upon
you.
Daniel J. Goodw~h,P.E.
SECOR International, Incorporated
400 Bruns Lane
Springfield, Illinois 62702
(217)
698-7247
Date: May 11, 2004
TESTIMONY OF
DANIEL
J. GOODWIN, P.E. ON BEHALI~6~
2
I
2OO~
THE CONSULTING ENGINEERS COUNCIL OF ILL~ SE OFILLIN
i~
ion
Control
Board
My name is
Daniel J. Goodwin. I reside at 1308 Ravenswood Drive in
Springfield, Illinois. I am a Licensed Professional Engineer
in Illinois and I am
employed as a Principal Engineer by SECOR International, Incorporated, an
environmental consulting firm with more than 700 employees at over 60 offices
throughout the United States, including Illinois offices in Lombard and Springfield.
I am also Vice President of the Consulting Engineers Council of Illinois
(CECI) and a long-time member of CECI’s IEPA Liaison Committee. I am here
today primarily to testify on behalf of CECI, although I may occasionally express
my individual view on some points, in which case I shall make it a point to identify
any such individual views as such.
CECI represents approximately 231 member professional engineering
firms located throughout Illinois. Leaking underground storage tank response
and corrective action represents an important market for a sizeable fraction of
our members, and the largest dollar-volume client segment for several of our
members. Increasingly, over the last four years or so, members who are
involved in assisting clients with obtaining reimbursement for corrective action
costs associated with underground storage tank releases have voiced concern
over cuts being made in corrective action budgets by IEPA in reliance on an
undisclosed internal guideline on maximum amounts or unit rates that would be
deemed “reasonable”. In some cases this resulted in a direct financial loss to the
consulting firm, but even more often it created an impression with the client that
the consulting firm was engaged in price-gouging. Thus, CECI was pleased
when, in October 2002, the Agency asked for input into a major rewriting of the
LUST regulations, especially those pertaining to reimbursement.
In response to the Agency’s request, CECI joined with the Illinois
Petroleum Marketers Association in forming an “Ad Hoc Work Group on LUST
Reimbursement Reform”, comprised of representatives of member firms of the
two organizations having substantial working experience with the LUST program,
including reimbursement, as it has actually been implemented over the last 1 0
years. The members of the Ad Hoc Work Group met more than a dozen times
between October 2002 and April 2003. The work product was a series of
detailed analyses and consensus recommendations to the Agency that were
presented in meetings with Agency representatives in the early months of 2003.
I am pleased to be able to state that the Agency’s proposals are
consistent with much of the basic structure of the Ad Hoc Work Group’s
suggestions. Not unexpectedly, there are also some very significant differences.
It is my purpose today to focus on some of those differences with the hope that
the Agency’s proposal can be improved before final adoption by the Board.
I also want to state for the record that, due to restrictions arising from anti-
trust law, neither the Ad Hoc Work Group, nor CECI as an organization will
advocate any specific price, unit rate, or lump sum reimbursement dollar amount
in this proceeding. Our organizational testimony will be limited to the structure of
the reimbursement provisions and the principles and procedures for
2
implementing them. Nevertheless, individual firms and their employees are free
to express such views, and CECI has encouraged those of its members for
whom LUST reimbursement is an important issue to participate in these
proceedings.
Stage 1 Site Investigation
The Ad Hoc Work Group recommended the adoption of a standardized
Stage 1 Site Investigation as contemplated in Section 734.315. A copy of the
Work Group’s recommendation in this regard is attached to this statement as
Attachment A. While we are glad that the Agency agrees with this concept, there
is a feeling among the group’s members that the Agency’s proposal is overly
prescriptive, and should leave more of the details of boring and monitoring well
location to be decided by the Licensed Professional Engineer or Licensed
Professional Geologist responsible for the work. It is believed that too many
situations will not be well served by the Agency’s “one size fits all” approach to
location of borings and wells.
Subpart H
The general structure of the reimbursement limitations in the Agency’s
proposed Subpart H is consistent with the recommendations of the Ad Hoc Work
Group, although this should not be construed as agreement with specific unit
prices or dollar limits. Apart from such specifics, possibly the most important
problem with the Agency’s proposal from the viewpoint of the professional
consulting firms is the lack of clear delineation of the scope of services that may
be included in each of the phases of the project for which reimbursement limits
are set forth in Proposed Sections 732.845 and 734.845. The Ad Hoc Work
Group provided the Agency with detailed lists of individual tasks that might be
required as part of each phase of the project (except Site
Investigation/Classification). These lists are attached to this statement as
Attachment B. It is CECI’s recommendation that these detailed lists be
incorporated into the regulation for the purpose of better delineating the various
tasks that may legitimately be a part of a given phase of the project. Such tasks
must therefore be allowed for in the establishment of either a lump sum
reimbursement amount or a limit on time and materials reimbursement.
Maximum Payments Versus Lump Sum Payments
As drafted, the Agency proposal seems to set maximum reimbursement
amounts for the various phases of a project, with the implication that it will still be
necessary to detail individual expenditures on a time and materials basis in the
budget and reimbursement claim. If actual charges for a phase do not reach the
specified maximum, only the lesser amount will be paid by the Agency.
This approach defeats the Agency’s stated purpose of streamlining the review of
budgets and claims, so that it is not necessary to account for the cost associated
with “every pair of gloves”, to cite an example often used by Agency staff. It is
not the lump sum payment method the Agency has said it wished to make a part
of the reimbursement program. It is a continuation of the wasteful bean-counting
approach used historically, only with an unacceptable new wrinkle. Unlike a true
lump sum method, this plan puts the owner/operator and consultant in the
4
position of having the worst of both worlds—reimbursement limited by actual
charges incurred when things go well, and a cap on reimbursement when things
do not go so well.
The Proposed language should be rewritten to provide clearly that the
reimbursement amount for specified phases or categories of work within a phase
is to be on a lump sum basis, and no detailed cost justification is required.
The Ad Hoc Work Group developed a list of project phases with the
corresponding recommended payment method for each. That list is attached to
this statement as Attachment C. I urge the Board to consider adopting these
payment methods in lieu of the Agency’s proposal.
Atypical Situations
The Agency has proposed Sections 732.855 and 734.855 to allow for
reimbursement for “unusual or extraordinary expenses”. The proposed language
offers little guidance on when such expenses might be justified, in effect leaving
that decision to the discretion of the individual Agency reviewer. The Ad Hoc
Work Group developed guidance that could be used for identifying “atypical
situations” for which “unusual or extraordinary expenses” might be warranted.
This guidance is attached to this statement as Attachment D. It is recommended
that this additional guidance be made a part of the regulation.
Personnel Titles and Rates
The list of personnel titles and qualifications contained in the Agency’s
proposed Appendix E to both Part 732 and Part 734 is similar, but not identical,
to the list proposed by the Ad Hoc Work Group. A copy of the Work Group’s
5
proposal accompanies this statement as Attachment E. The most notable
difference between the two lists is the omission of the “Principal” classification. It
is our view that such a classification should be included, because project
oversight and quality assurance of work products by a firm Principal is an
important management practice for many of CECI’s member firms. It is our view
that such participation by Principals enhances the firm’s overall performance and
adds value to its work, and that a reasonable number of hours charged to a
project by a Principal should be reimburseable at a separate, higher Principal’s
hourly rate.
Updating of Rates
An important problem inherent in the Agency’s proposals regarding
reimbursement is the need to update lump sums and maximum allowable rates
stipulated in the regulations to take account of increased prices due to inflation or
other external factors. While the Agency has included a provision for this, I wish
to point out that, under the Agency’s proposal, by the time the Pollution Control
Board could take final action on the Agency’s proposed updating of rates, half the
data on which the Agency would be relying would be more than two years old.
Furthermore, if adopted as proposed, the rates established in this proceeding will
be based on data that is as much as seven years old, and those rates would
continue in effect for another three years or thereabout. While CECI has no
specific solution to this problem to offer at this time, it may be that the best
solution would involve establishing procedures and criteria for setting the
allowable lump sums and rates in the Board regulations, and directing the
6
Agency to update the amounts in accordance with those procedures and criteria
at least annually, and to post the updated amounts on its Web site.
Review of Agency Reimbursement Determinations
It is clear that a procedural problem exists in the manner in which the
Agency has handled disallowance of costs in proposed budgets and budget
amendments that has contributed to the sense on the part of many consultants
that the reimbursement system is “broken”. It has been the Agency’s practice in
recent years when disallowing costs, due to inconsistency with the so-called “rate
sheet” or for other reasons, to simply notify the owner/operator and the
consultant of the disallowance with only the vaguest of explanations of the
reason for the disallowance, and with no opportunity for discussion with either the
individual Agency project manager or with LUST program managers before the
determination is made final. This means that any appeal must be taken to the
Pollution Control Board, a step that is usually far too costly to be warranted for
the sake of recovering a few hundred or even a few thousand dollars in
disallowed costs. One way this could be remedied would be to mandate that the
Agency provide its proposed disallowance determination to the owner/operator
with a specific explanation of the reasons for the disallowance. The
owner/operator would be given an opportunity to provide additional justification
for the costs in question and to meet with LUST program representatives to
discuss the matter before a final decision would be rendered by the Agency.
While it would be unrealistic to expect this procedure to resolve all disputes, I
believe that, in combination with the recent elimination of the undisclosed rate
7
sheet, it would facilitate resolution of many such disagreements, and would have
the additional benefit of reducing the number of appeals that are filed with the
Board, only to be settled with the Agency and subsequently withdrawn or
dismissed.
It has also been suggested that a “peer review” panel be established to
provide review of Agency disallowance determinations prior to their finalization.
This panel would include designated Agency LUST program supervisors and two
or more members who are not Agency employees and who are qualified by
training and experience to determine the reasonableness of LUST budget
proposals. These members’ outside perspective could prove very beneficial to
the Agency in maintaining a link to the “real world” problems experienced by
consultants and other providers of services and materials for LUST corrective
action.
Speaking for myself, I believe both the Agency review procedure and the
peer review panel can be implemented by the Agency without Board
authorization or direction. Nevertheless, I do want these ideas entered on the
record of these proceedings because they are directly related to the problems
being addressed and it would be helpful to the participants in these proceedings
to know what, if anything, the Agency intends to do with these proposals.
8
ATTACHMENT A
STAGED SITE INVESTIGATION
At most sites, multiple “stages” are required to complete a Site Investigation. A
staged Site Investigation strategy possesses the principal beneficial
characteristic of allowing both consultant and Agency review and evaluation of
site-specific data prior to determining the necessary scope and specifications of
subsequent stages of work required to satisfy Site Investigation requirements. In
general, all Site Investigations should start at or near the source area and extend
outward in stages until the extent and relative distribution of contaminants in the
subsurface has been adequately defined.
Standard Stage
1
Site Investigation
A standard Stage 1 Site Investigation (Source Area Evaluation) for a LUST site
can be conducted immediately upon discovery of a release, according to the
scope of work and reimbursement limits established herein, without submitting a
plan and / or budget for Agency review and approval.
Stage 1
Soil Investigation
a)
Stage 1 Site Investigation soil boring specifications:
1)
One soil boring should be advanced through the entire vertical
extent of contamination, based on field observations and / or field
screening for organic vapors, on each side of each independent
tank field, where possible.
(Maximum of four (4) borings per tank
field.)
2)
One soil boring should be advanced through the entire vertical
extent of contamination, based on field observations and / or field
screening for organic vapors, at or near each dispenser, where
possible.
Note:
The total maximum allowable number of borings is dependent on
the number of tank fields and dispensers. Overhead structures
(canopies, power lines, etc.) and / or underground structures
(utilities, piping, etc.) may limit the proximity of borings to tank
field(s) and! or dispenser(s).
b)
Stage 1 Site Investigation soil sampling specifications:
1)
Soil borings shall be logged continuously in accordance with
734.425 (c), and field screened for organic vapors at intervals no
greater than every thirty (30) inches.
9
2)
One (1) soil sample for laboratory chemical analysis of applicable
indicator contaminants shall be collected from a representative
location per five (5) foot boring interval, or fraction thereof,
beginning at the ground surface and extending through the entire
depth of the boring.
A)
If contamination is indicated throughout any five (5) foot
interval,
or
if evidence of contamination begins pjj.ç~ends
within any five (5) foot interval, then the sample shall be
collected from the area exhibiting the highest degree of
contamination based on field observations and / or field
screening for organic vapors.
B)
If evidence of contamination is limited to either an upper or
lower portion of any five (5) foot interval, based on field
observations and / or field screening for organic vapors,
then the sample may be collected from a location
representative of conditions in the maiority of the five (5) foot
interval as long as the sample from at least one subsequent
or preceding boring interval is collected from the area
exhibiting the highest degree of contamination based on field
observations and / or field screening for organic vapors.
Note:
If laboratory chemical analysis indicates that the sample obtained
from any five (5) foot interval exceeds Tier 1 remediation
objectives as specified in 35111. Adm. Code 742 for any applicable
indicator contaminant(s), then that entire interval will be
considered impacted for purposes of defining extent of
contamination. If laboratory chemical analysis indicates that the
sample obtained from any five (5) foot interval meets Tier 1
remediation objectives as specified in 35 III. Adm. Code 742 for
any applicable indicator contaminant(s), then the contaminant
zone will be considered to extend no further than that sample
location for purposes of defining extent of contamination.
3)
If no evidence of contamination is observed in a specific boring,
based on field observations and / or field screening for organic
vapors, then a maximum of two (2) representative soil samples
shall be collected from that boring for laboratory chemical analysis
of applicable indicator contaminants.
A)
One (1) sample shall be collected at or near the soil water
interface.
B)
One (1) sample shall be collected at or immediately below
the elevation corresponding to the source of the release (i.e.
piping, UST, spill / overfill), if a specific source can be
determined prior to or during the Stage 1 Site Investigation.
If a specific source cannot be determined, then the sample
10
should be collected within the upper three (3) feet of the soil
column.
Note:
Wall
and floor samples from the excavation can be used to satisfy
a portion of the standard Stage 1 Site Investigation sampling
requirements, if soil excavation and disposal have been
conducted with tank removal.
Stage
1 Ground Water
Investigation
c)
Stage 1 Site Investigation ground water monitoring well specifications:
1)
If ground water is encountered and / or cannot be excluded as a
potential pathway, a maximum of five (5) monitoring wells shall be
installed within 200 feet of the UST system(s) or at the property
boundary.
A)
One (1) interior monitoring well shall be installed at or near
the location of highest contamination based on field
observations and / or field screening for organic vapors in
the source area soil borings.
B)
Four (4) perimeter monitoring wells shall be installed based
roughly on field screening results from the interior soil
borings. An attempt shall be made to locate perimeter
monitoring wells in such a way as to provide a reasonable
likelihood of detecting contaminant migration, and accurately
determining direction of groundwater flow.
2)
Monitoring wells shall be constructed and sampled in accordance
with 734.430. The screened interval for each well should be
selected to coincide with the zone of greatest contamination
encountered at or below the water table, based on field
observations and / or field screening for organic vapors.
3)
Soil sampling from monitoring well borings shall be conducted in
accordance with (b).
Note:
Exclusion of ground water as a potential pathway for purposes of
Stage 1 Site Investigation will be considered only if Tier 1 soil
remediation objectives as specified in 35 III. Adm. Code 742 for
all applicable indicator contaminant(s) have been meet, ~
there
is no evidence that contaminated soils may be or may have been
in contact with ground water.
d)
Additional Stage 1 Site Investigation specifications:
11
1)
Site-specific Tier II physical soil parameters, obtained via laboratory
analysis and field measurement, as specified in 742.APPENDIX C,
Table F shall be determined.
2)
Samples for site-specific Tier II physical soil parameter analysis
shall be collected in accordance with 35 Ill. Adm. Code 742.610 (b).
Staged Site Investigation Documentation
If the results of the Stage 1 Site Investigation can adequately identify the nature,
concentration, direction of movement and extent of applicable indicator
contaminants in excess of Tier 1 remediation objectives as specified in 35 III.
Adm. Code 742, as well as, any significant features of the site and surrounding
area that may affect contaminant transport and risk to human health and safety
and / or the environment, then a Site Investigation Completion Report
documenting the results of the Stage 1 Site Investigation must be submitted in
accordance with 734.315.
If additional stages of Site Investigation are needed to address site specific
conditions, such as extent and relative distribution of on-site and / or off-site
contamination and possible migration of applicable indicator contaminants in
excess of Tier 1 remediation objectives as specified in 35 III. Adm. Code 742,
along natural or man made pathways which could not be addressed based on
the results of previous Site Investigation stage(s), then a subsequent Site
Investigation Plan and Budget must be submitted in accordance with 734.310,
which documents the results of the preceding Site Investigation stage. Costs
associated with subseguent stages of Site Investigation will be reimbursed on a
time and materials basis.
Documentation of any Site Investigation stage must be submitted to the Agency
along with or prior to any requests for payment from the Fund for costs
associated with that Site Investigation stage.
Documentation of any Site
Investigation stage shall include at minimum:
a)
A narrative description of field activities including sampling methods;
b)
Analytical results in tabular format;
c)
Soil boring logs;
d)
Monitoring well completion reports;
e)
Laboratory reports and certification;
f)
Results of hydraulic conductivity test(s) (if applicable);
g)
Monitoring well elevations and water level measurements in tabular
format;
h)
A geologic cross-section, to scale, constructed through the source area;
i)
Site map(s) to scale and oriented north showing:
12
1)
UST system(s) and excavation;
2)
Product and lines and dispensers;
3)
Underground utilities and subsurface structures;
4)
Nearby structures (buildings, roads, etc.);
5)
Location of soil borings;
6)
Location of monitoring wells;
7)
Excavation limits and sample locations (if applicable);
8)
Property boundaries and
9)
Ground water flow direction.
13
ATTACHMENT B
Early Action Task List
Other Direct
20 Day Certification and 45 Day Report Preparation Tasks
Expenses
Set up project file (obtain general project data: address, contact info,
etc.)
Set up project status tracking sheet
Prepare site health and safety plan
Prepare 20 Day certification
Call J.U.L.I.E and
I
or municipality for utility locate
Prepare CAD map(s)
Copy charges /
FOIA IEPA and / or OSFM records
postage
Obtain well records from ISGS and ISWS
Record costs / postage
Review well records and prepare well location map
Obtain local information (i.e.. Sanborn maps, Aerial overlays, etc.)
Document costs
Determine expected local site geology (subsurface soil conditions)
Prepare cross section
Draft 45 Day report (tables and narrative), provide data concerning:
Nature and estimated quantity of release
Surrounding populations
General water quality
Use and approx. location of wells potentially affectedby the release
General subsurface soil conditions
Locations of subsurface sewers
Climatological conditions
Past, present and potential future land use
What was done to evaluate presence of contamination
Actions taken to prevent further release of substance into
environment
Analytical/ screening results (in tabular format)
UST information (in tabular format)
Word processing
Prepare and describe photos
Film / photo finishing
45 Day report review by PM or other senior staff
General correspondence with client and Agency
Postage
Project update to client
Mail draft 45 Day report to 0/0 for review and signature
Postage
Make Copies of final 45 Day report for distribution
Copy charges
Deliver completed 45 Day report to IEPA and 0/0
Postage
Initial site visit by PM or other senior staff
Daily charges
Site visit by technician or scientist to prepare site map(s)
Daily charges
Ad Hoc Committee’s Total Office Labor Hour Estimate:
60
Other Direct
Ear/yAction USTRemoval/Excavation Tasks
Expenses
Prepare waste profile (arrange for landfill approval)
Determine EA excavation limits
14
Arrange for excavator (tank removal contractor)
Prepare waste manifests (or tracking forms)
Project scheduling
Collect sample for waste profile (landfill approval)
Daily charges
Field oversight and sampling (UST removal
I
EA excavation)
Daily charges
Ad Hoc Committee’s Total OfficeLabor Hour Estimate:
12
Free Product Recovery Task List
Time &
Free Product Recovery Preparation Tasks
Material
Free Product Recovery Fieldwork
Daily charges
Direct
Free Product Recovery Report Preparation Tasks
Expenses
Draft free product recovery report (tables and narrative), provide data
concerning:
Name(s) of person(s) responsible for implementing free product recovery
Estimated quantity, type and thickness of free product observed
Type of free product recovery system used andjustification for method
Whether discharge will take place during recovery and location of discharge
Treatment type applied to any discharge and effluent quality expected
Steps taken / required to obtain necessary permits for discharge
Final disposition of recovered free product
Table showing dates of free product recovery and quantityrecovered
Copies of waste manifests
Site map(s) to scale and oriented north showing:
UST system(s) and excavation
Product and dispenser lines
Pumps and islands
Underground utility lines (sewer, gas, water, etc.)
Nearby structures (buildings, roads, etc,)
Soil boring(s)
Monitoring well(s)
Locations where free product was encountered & estimated thickness
Location of recoverypoints
Location of the treatment unit
Location of discharge points
Property boundaries
Word processing
Free product recovery report review by PM or other senior staff
General correspondence with client and Agency
Postage
Project update to client
Mail draft free product recovery report to 0/0 for review and signature
Postage
Make Copies of final free product recovery report for distribution
Copy charges
Deliver completed free product recovery report to IEPA and 010
Postage
15
I
Ad Hoc Committee’s Total Office Labor Hour Estimate
32
Low Priority Corrective Action Task List
Low Priority Ground Water Monitoring Plan Preparation Tasks
Draft LP GW monitoring plan (tables and narrative), provide data concerning:
Proposed time table for well installation, sampling and report submittal
Discussion of monitoring well developmentprocedures
Discussion of monitoring well sampling procedures
Activities that will be taken to prevent sample cross-contamination
Adequacy of the monitoring well configuration to detect contaminant
migration
Site map(s) to scale and oriented north showing:
UST system(s) and excavation
Product and dispenser lines
Pumps and islands
Underground utility lines (sewer, gas, water, etc.)
Nearby structures (buildings, roads, etc,)
Location of soil boring(s)
Location of monitoring well(s)
Property boundaries
Radius of 200 feet from the excavation
Word processing
Prepare budget forms
LP GW monitoring plan & budget review by PM or other senior staff
General correspondence with client and Agency
Project update to client
Mail draft LP GW monitoring plan & budget to 0/0 for review and signature
Make Copies of final LP GW monitoring plan & budget for distribution
Deliver completed LP GW monitoring plan & budget to EPA and 0/0
I
Ad Hoc Committee’s
Total
Office Labor Hour Estimate:
401
Low Priority Ground Water Monitoring Fieldwork
Daily charges
Low Priority Ground Water Monitoring Report Preparation Tasks
Draft LP GW monitoring plan (tables and narrative), provide data concerning:
Description of implementation & completion of all elements of plan
Description of well development, sample collection, preservation & analysis
Analytical results in tabular format
Copies of laboratory reports
Copies of laboratory certifications
Ground water elevations in tabular format
Monitoring well logs
Completed chain-of-custody form(s)
Site map(s) to scale and oriented north showing:
UST system(s) and excavation
Product and dispenser lines
Direct
Expenses
Postage
Postage
Copy charges
Postage
Direct
Expenses
16
Pumps and islands
Underground utility lines (sewer, gas, water, etc.)
Nearby structures (buildings, roads, etc,)
Location of monitoring well(s)
Direction of groundwater flow (groundwatercontouring)
Property boundaries
Radius of200 feet from the excavation
Word processing
LP GW monitoring report review by PM or other senior staff
General correspondence with client and Agency
Postage
Project update to client
Mail draft LP GW monitoring report to 0/0 for review and signature
Postage
Make Copies of final LP GW monitoring report fordistribution
Copy charges
Deliver completed LP GW monitoring report to IEPA and 010
Postage
I
Ad Hoc Committee’s Total Office Labor Hour Estimate:
32
I
High Priority Corrective Action Task List
Conventional (Dig & Haul) Corrective Action Plan and Oversight Tasks
Direct Expenses
Prepare waste profile (arrange for landfill approval)
Mail waste profile to 0/0 for review and signature
Prepare (update) site health and safety plan
Determine limits of excavation
Estimate quantity of contaminated soil to be disposed of
Estimate quantity of clean’ overburden to be stockpiled (if any)
Draft Corrective Action Plan (tables and narrative), provide:
Description of activities performed to define extent of contamination
Analytical results and cleanup objectives in tabular format
Laboratory reports
Boring logs
Monitoring well logs
Discussion of how corrective action plan shallremediate the release
List of sampling parameters and corresponding remediation objectives
Basis for determining sampling parameters and remediation objectives
Media sampling plan to verify completion of remediation
Current and future use of property
Proposed preventive, engineering and institutional controls
Schedule forimplementation and projected completion of the plan
Engineering diagrams, calculations, site maps, etc.
Site map(s) to scale and oriented north showing:
Soil sample locations
Monitoring well locations
Plume of soil and groundwater contamination
Word processing
Prepare budget forms
CAP & budget review by PM or other senior staff
Prepare P.E. / P.G. & 0/0 Budget Certification
General correspondence with client and Agency
Postage
Project update to client
17
Mail draft CAP & budget to 0/0 for review and signature
Postage
Make Copies of final CAP & budget for distribution
Copy charges
Deliver completed CAP & budget to IEPA and 0/0
Postage
Arrange for excavator
Arrange for trucking (transportation)
Arrange for backfill
Prepare waste manifests (or tracking forms)
Project scheduling
Call J.U.L.I.E and / or municipality for utility locate
Prepare (finalize) field notes
Film/photo
Prepare and describe excavation photos
finishing
Collect sample for waste profile (landfill approval)
Daily charges
Field oversight and excavation sampling
Daily charges
I
Ad Hoc Committee’s Total Office Labor Hour Estimate:
64
Alternative Technology Corrective Action Plan Tasks
Time & Material
TACO Tier II or Tier Ill Evaluation / Calculation Tasks
Time & Material
Conventional (Dig and Haul)Corrective Action Completion Report Preparation
Tasks
Direct Expenses
Prepare CAD map(s)
Draft Corrective Action Completion Report (tables and narrative), provide:
Chronological narrative of corrective action activities
Explanation of how the corrective action activities remediated the release
Discussion of how the remediation objectives were determined
Media sampling and analytical procedures to verify completion of remediation
Analytical results and remediation objectives in tabular format
Laboratory reports
Soil boring logs
Monitoring welllogs
Laboratory certification
Professional Engineer Certification
Owner/ Operator & Property Summary
Photographs documenting corrective action activities
Word processing
Film/photo
Prepare and describe photos
finishing
Obtain legal description of property
Obtain property tax identification number
CACR review by PM or other senior staff
General correspondence with client and Agency
Postage
Project update to client
Mail draft CACR to 0/0 for review and signature
Postage
Make Copies of final CACR for distribution
Copy charges
Deliver completed CACR to IEPA and 0/0
Postage
Record NFR letter
Recording costs
Make Copies of recorded NFR letter for distribution
Copy charges
18
Deliver recorded NFR letter to IEPA and 0/0
Postage
Site visit by technician or scientist to prepare site map(s)
Daily charges
Ad Hoc Committee’s Total Office Labor Hour Estimate:
64
Reimbursement Request Preparation Task List
Direct
Reimbursement Reguest Preparation Tasks
Expenses
Prepare OSFM eligibility and deductible application
Mail draft eligibility and deductible application to 0/0 for review and
signature
Postage
Deliver completed eligibility and deductible application to OSFM and 0/0
Postage
Setup reimbursement file
Review & process subcontractor invoices
Cost and budget tracking
Draft LUST reimbursement claim request
Reimbursement claim review by PM or other senior staff
Prepare P.E. / P.G. & 0/0 Billing Certification
General correspondence with client and Agency
Postage
Mail draft reimbursement claim to 0/0 for review and signature
Postage
Make Copies of completed reimbursement claim for distribution
Copy charges
Deliver completed reimbursement claim to IEPA and 0/0
Postage
Ad Hoc Committee’s Total Office Labor Hour Estimate:
32
19
ATTACHMENT C
Consulting Fees Summary
Under this framework, consulting fees would consist of lump sum or time & material charges for
office based consulting activities (project management, remedial design, report preparation,
reimbursement request preparation, etc.) combined with daily charges for field based activities (field
oversight, sampling, mapping, etc.). For activies covered by lump sum or daily charges, direct costs
other than labor are to be included in the lump sum or daily charge rates.
Early Action Activities
20 Day Certification and 45 Day Report Preparation
Early Action UST Removal / Excavation Preparation
Early Action Fieldwork / Consultant Oversight
Early Action Ground Water Removal Preparation
PAYMENT
METHOD
Lump Sum Cost + Daily Charges
Lump Sum Cost + Daily Charges
Daily Charges
Lump Sum Cost
Free Product Recovery
Free Product Recovery Preparation
Free Product Recovery Fieldwork
Free Product Recovery Report Preparation
Time & Material
Daily Charges
Lump Sum Cost
Site Investigation / Classification
Stage 1 Site Investigation
I
Site Classification Plan Preparation
Stage 2, 3, etc. Site Investigation Plan Preparation
Site Investigation / Classification Fieldwork / Oversight
Site Investigation / Classification Completion Report Preparation
Lump Sum Cost
Time & Material
Daily Charges
Lump Sum Cost
Low Priority Corrective Action
Low Priority Ground Water Monitoring Plan Preparation
Low Priority Ground Water Monitoring Fieldwork
Low Priority Ground Water Monitoring Report Preparation
Ground Water Monitoring Completion Report Preparation
Lump Sum Cost
Daily Chartges
Lump Sum Cost
Lump Sum Cost
High Priority Corrective Action
Conventional (Dig & Haul) Corrective Action Plan Preparation
Alternative Technology Corrective Action Plan Preparation
Conventional (Dig & Haul) Corrective Action Fieldwork
TACO Tier II or Tier III Evaluation
I
Calculations
Conventional (Dig & Haul) Corrective Action Completion Report Preparation
Lump Sum Cost + Daily Charges
Time & Material
Daily Charges
Time & Material
Lump Sum Cost
LUST Fund Reimbursement Report Preparation
Lump Sum Cost
20
ATTACHMENT D
Atypical Situations:
Identification of a site as “atypical” would be an indication to the IEPA that the
budget (or Early Action costs) need to be reviewed because the budget or costs
are not typical for that phase of corrective action. A site would on/yneed to be
identified as atypical
if
the site characteristic(s) have caused the costs to exceed
the typical costs. A site that has atypical characteristics, but has not exceeded
the allowed (or typical) costs, would not be identified as atypical. Provided below
are discussions of why these atypical characteristics may cause costs to exceed
typical costs. Some of these atypical situations may no longer be applicable
depending on the final decisions regarding how some tasks or costs are charged
and reimbursed.
45-Day Report is the Corrective Action Completion Report: When the 45-Day
Report is submitted as a CACR, the amount of documentation and the effort that
goes into drafting the report is greater than what is required for a typical 45-Day
Report.
No Further Action Site: When a site is classified as NFA, the amount of
documentation and the effort that goes into drafting the report can be greater
than what is required in a typical Site Classification Completion Report.
Soil Excavated: When the concept of the atypical sheet was originally devised,
the concept of a daily field charge was not yet formulated. The original thought
was that when soil is excavated during the Early Action Period, the costs could
exceed the Agency’s proposed lump sum amount for Early Action activities.
Depending on the final method for reimbursement, this site characteristic may or
may not cause costs to be atypical.
Free Product Present: Costs for free product recovery can be highly variable.
They depend on the product thickness, the number of wells in which free product
is present, the method of free product recovery, and the amount recovered.
Free Product / Vapor Migration: Costs to mitigate free product or vapor migration
can be highly variable, depending on where free product or vapor is migrating.
Number of USTs: If a site has numerous USTs, more soil borings and/or
monitoring wells may be required than what would be required at a typical site to
perform a site investigation to characterize the potential source areas and
determine the extent of onsite contamination.
Number of tank fields: If a site has multiple tank fields, more soil borings and/or
monitoring wells may be required than what would be required at a typical site to
21
perform a site investigation to characterize the potential source areas and
determine the extent of onsite contamination.
Site Size: If a site is very large, more soil borings and/or monitoring wells may be
required than what would be required at a typical site to perform a site
investigation to characterize the extent of onsite contamination.
Areal Extent of Plume: If soil or ground water contamination is extensive, more
soil borings and/or monitoring wells may be required than what would be required
at a typical site to perform a site investigation to characterize the extent of onsite
contamination.
Distance to site is over 110 miles (one way): If the distance to a site from the
consultant’s office is greater than 110 miles one way the round trip travel time in
one day would exceed 4 hours, based on an average of 55 miles per hour.
Depending on the time required for the work being performed, additional costs
might be incurred for overnight stay, over-time for non-salaried employees, or per
diem charges. In winter months, short daylight hours could also affect when an
overnight stay may be required to complete fieldwork.
Site Geology: Some geological characteristics may require additional materials,
time, and effort required for sampling and monitoring well construction.
Additional mobilization may also require be required.
Shallow Bedrock:
The cost to drill through bedrock is greater than drilling
through soil. When shallow bedrock is encountered and the bedrock needs
to be cored, in addition to higher drilling costs, the costs for laboratory tests to
determine physical properties will also be atypical. If bedrock had not been
anticipated, an additional mobilization may also be required.
Multiple Water Bearing Units:
If more than one water-bearing unit is
encountered, additional wells may be required to screen the different units.
Additional materials and time to construct wells in the deeper unit to protect
the shallow water-bearing unit may be required. If multiple water-bearing
units had not been anticipated, an additional mobilization may also be
required.
Deep Ground Water Unit
If the ground water table is deep, monitoring wells
deeper than typical monitoring wells will be required. Deeper wells would
require additional well construction materials (casing, grout and may
potentially require pumping grout with a tremie pipe), and additional time for
soil sampling and descriptions, well installation, well development and
purging, and ground water sampling. If a deep ground water table had not
been anticipated, an additional mobilization may also be required.
Othen
For example, if the subsurface strata are dominated by
unconsolidated sand, the sand may heave. Drilling and well construction in
heaving sand conditions can be problematic and may require additional time
22
for well installation, and large diameter augers (at an increased drilling cost)
to be able to construct the monitoring well inside the auger stem. Emplacing
the well seal by pumping grout with a tremie pipe may also be required. If
heaving sand had not been anticipated, an additional mobilization may also
be required.
23
ATTACHMENT E
Proposed Personnel Titles and Requirements
L
Title
Degree Requirement
Ill License
Requirement
Minimum Yrs
Experience
IEPA
Hourly
Rate
Engineer I
Engineer II
Engineer Ill
Professional
Engineer
Senior Prof. Engineer
Geologist I
Geologist II
Geologist III
Professional Geologist
Senior Prof. Geologist
Scientist I
Scientist II
Scientist III
Scientist IV
Senior Scientist
Technician I
Technician II
Technician III
Technician IV
Senior Technician
Account Technician
I
Account Technician II
Account Technician III
Account Technician IV
Senior Acct. Technician
Bachelor’s in Engineering
Bachelor’s in Engineering
Bachelor’s in Engineering
Bachelor’s in Engineering
Bachelor’s in Engineering
Bachelor’s in Geology or Hydrogeology
Bachelor’s in Geology or Hydrogeology
Bachelor’s in Geology or Hydrogeology
Bachelor’s in Geology or Hydrogeology
Bachelor’s in Geology or Hydroqeolocjy
Bachelor’s in a Natural or Physical Science
Bachelor’s in a Natural or Physical Science
Bachelor’s in a Natural or Physical Science
Bachelor’s in a Natural or Physical Science
Bachelor’s in a Natural or Physical Science
None **
None **
None **
None
None
None
P.E.
P.E.
None
None
None
P.G.
P.G.
None
None
None
None
None
None
None
*
0
2
3
4
8
0
2
3
4
8
0
2
3
4
8
8
12
*
None **
None **
None **
None **
None **
None **
None **
None **
None **
None **
None
None
None
None
None
None
None
None
None
None
0
2
3
4
8
0
2
3
4
8
Administrative Assistant I
None **
None
0
Administrative Assistant II
None **
None
2
Administrative Assistant Ill None **
None
3
Administrative Assistant IV
None **
None
4
Senior Admin. Assistant
None **
None
8
*While there is no specific license or experience requirement for a Principal, the position is assumed to entail
substantial decision-making authority and performance accountability on behalf of the firm.
**Equivalent work-related college level education can be substituted for all or part of the specified experience
requirements.
Project Manager
Senior Project Manager
Princirjal
24