HomeMy WebLinkAbout2008-248WORK ORDER NUMBER 1=
This Work Order Number 15 is entered into as of this 15th day of August ,
200 8 pursuant to that certain Continuing Contract Agreement for Professional Services entered into
as of August 10, 2004 and amended effective July 24, 2007 (as so amended, the "Agreement"), by
and between Indian River County Solid Waste Disposal District, a dependent special district of
Indian River County, Florida ("District") and Geosyntec, Inc., a Florida corporation
("Consultant").
The District has selected the Consultant to perform the professional services set forth on
Exhibit 1, attached to this Work Order and made part hereof by this reference. The professional
services will be performed by the Consultant for the fee schedule set forth in Exhibit 2 and within the
timeframe more particularly set forth in Exhibit 3, all in accordance with the terms and provisions set
forth in the Agreement. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work
Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be
deemed to be incorporated in each individual Work Order as if fully set forth herein.
IN WITNESS WHEREOF,
first written above.
GEOSYNTEC, INC.
By:
Vice Presiden0rincipal
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the parties hereto have executed this Work Order as of the date
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INDIAN RIVER COUNTY
SOLID WASTE DISPOSAL
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Sandra 6. °0iden,
Attest: J.K.
By
Approved:
Cler -
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DISTRICT..
Chairman
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s: -
Clerk
Joseph A. Baird, County Administrator
as to form and legal sufficiency:
E. Fell, rAssistant County Attorney
54�
EXHIBIT 1
PROPOSAL
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Himanshu Mehta, P.E.
Managing Director
Indian River County — Solid Waste Disposal District
1325 74th Avenue SW,
Vero Beach, FL 32968
6770 South Washington Avenue, Suite 3
Titusville, Florida 32780
PH 321.269.5880
FAX 321.269.5813
www.geosyntec.com
7 May 2008
Subject: Proposal for AST Closures, Sampling, Relocation, Fueling System Design and
Construction, Phase I ESA Due Diligence, and Completion of a NEPA Categorical
Exclusion Package, Work Order #15
Vero Beach, Florida
Dear Mr. Mehta:
Geosyntec Consultants (Geosyntec) is pleased to submit this fee proposal to Indian River County
(IRC) Solid Waste Disposal District (SWDD) for professional services associated with the
closure and relocation of two aboveground storage tanks (ASTs), the design and construction of a
fueling area at the landfill, AST closure sampling and documentation, and the preparation of a
Phase I ESA and National Environmental Policy Act (NEPA) Categorical Exclusion Package for
an approximate 5 to 10 acre parcel west of the Gifford Convenience Center. This fee proposal
has been prepared in accordance with the negotiated contract between Geosyntec and IRC
SWDD.
PROJECT UNDERSTANDING
Geosyntec personnel and our subcontractors, PR&D, HCC Environmental Services, and FECC
met with IRC staff in 2007 and again in March 2008 to develop a project scope of work
associated with the petroleum -related work tasks. Based upon discussions with IRC staff the
project scope consists of: (i) the preparation of design drawings for the proposed AST relocation
area to be constructed at the landfill; (ii) the construction of the fueling area (grading and
concrete pad) and high-speed fuel dispensers (two) with card -reading system at the landfill; (iii)
the removal and relocation of the approximately 12,000 -gallon double -walled AST located on
IRC property along Gifford Road and placement on the constructed concrete pad at the landfill;
(iv) removal of the concrete pad and bumper posts and re -grading the site where the 12,000 -
gallon AST was removed; (v) closure of the existing approximately 8,000 -gallon steel AST
located at the landfill, including the performance of required soil borings, soil sampling, and the
installation and sampling of a temporary monitoring well; (vi) the preparation of an AST closure
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report for the 8,000 -gallon AST located at the landfill, (vii) preparation of a Phase I ESA for the
parcel located west of the Gifford Convenience Center, and (viii) completion of a NEPA
Categorical Exclusion Package in accordance with 23 CFR Part 771.117.
Please be advised that since the 8,000 -gallon AST along Gifford Road is double -walled, pursuant
to Rule 62-761.800(4)(b), Florida Administrative Code (F.A.C.), a formal closure assessment
will not be required for this location; however, IRC has requested limited soil and groundwater
sampling to document that the AST located on the parcel has not negatively impacted site soil
and/or groundwater.
We have developed a task -based approach to accomplish this work in an organized and cost-
effective manner. Additionally, Geosyntec met with petroleum subcontractors, PR&D, HCC,
and FECC to obtain cost estimates for the work to be performed by a licensed pollutant storage
tank contractor. HCC provided the lowest total bid at $57,295 (with an estimated additional
$1,500 for bollards), PR&D total bid was $100,703, and FECC did not submit an estimate for the
work. HCC was selected to provide subcontractor services on the referenced project. The
remainder of this letter provides a description of the proposed scope of work. A budget estimate
to accomplish the work described herein is provided in Exhibit 2.
SCOPE OF WORK
Task 1— Landfill AST Fueling Area Design
Task 1 includes costs associated with the preparation of a set of design drawings for the proposed
fueling area at the IRC landfill. It is anticipated that three drawing sheets will be prepared,
including a plan drawing which shows the proposed grading and dimensions of a concrete pad
with turn around area, ramp, callouts for curb details (if warranted), cross-sections location,
control points, etc. and two sheets with cross-sections, coordinate table for control points, and
details such as curb, area inlets, best management practices, etc. Geosyntec will provide draft
copies of the drawing set for IRC SWDD review prior to finalizing the drawings and initiating
any construction activities.
Task 2 — Gifford Road Soil and Groundwater Sampling, AST Removal and Relocation
Task 2 includes costs associated with the relocation of the approximately 12,000 -gallon double -
walled AST to the IRC landfill. Prior to AST closure, Geosyntec personnel will mobilize to the
site and perform four soil borings around the AST. Continuous soil samples will be collected
from land surface to the water table and screening with a flame ionization detector (FID). Based
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upon the FID responses, one representative soil sample (location with highest FID response or
location immediately adjacent to dispenser) will be submitted to a fixed base analytical
laboratory. The collected soil sample will be analyzed for BTEX/MTBE by EPA Method 8260,
PAHs by EPA Method 8310, and TRPH by FL -PRO. In addition to the soil samples, Geosyntec
will provide oversight and sampling of a temporary monitoring well installed using a direct -push
technology (DPT) drill rig. Collect groundwater samples from the temporary monitoring well
will be laboratory analyzed for BTEX/MTBE by EPA Method 8260, PAHs by EPA Method
8310, total lead by EPA 6020 or equivalent, and TRPH by FL -PRO.
Geosyntec will provide oversight and coordination with our proposed subcontractor, HCC. The
AST will be unbolted from its concrete pad, rigged for loading, and loaded onto a transport
vehicle with a crane. The AST will then be transported to the IRC landfill and offloaded with a
crane. Upon removal of the AST, the existing concrete pad (dimensions of approximately 40 ft
by 10 ft by 12 -inches thick) will be broken up, bumper posts removed, and the debris will be
transported to the IRC landfill for disposal. The area where the concrete was removed will be
backfilled, as warranted, and re -graded to promote drainage.
Task Assumptions:
• No costs are included for the disposal of the concrete material or bumper posts at the IRC
landfill; it is assumed that any tipping fees associated with the concrete/debris disposal
will be handled internally by IRC SWDD.
• The double -walled AST meets the closure exemption requirements of Chapter 62-
761.800(4)(b), F.A.C. Collected soil and groundwater samples are being collected as a
component of due diligence activities associated with the parcel.
• The AST is assumed to be empty, additional budget may be required if a vacuum truck is
required to empty the AST contents.
• No costs are provided for any testing/certification of the integrity of the AST.
• No costs are included for paving the area where the AST is removed.
Task 3 — IRC Landfill Fueling Area Construction and AST Installation
Task 3 includes costs associated with the construction of the fueling area by PR&D, Geosyntec
inspections, the placement of the AST, and the installation of a high-speed fuel dispenser (two
dispensers) with a card reader system, card encoder, modem and provision of 100 cards to IRC
SWDD. Prior to construction activities, HCC will obtain construction permits from IRC. For
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costing purposes, HCC has assumed that the fueling area will be constructed as a 48 -ft long by
10 -ft wide by 12 -in, thick concrete, rebar reinforced pad (No. 5 rebar 12" on center each way),
with minimal grading and/or backfilling in the construction area. Once the concrete has set
(minimum of 7 days), the double -walled AST will be set on the concrete pad and bolted in place.
Yellow painted bumper posts will be installed around the concrete pad, as warranted, and the fuel
dispenser and card reading system will be installed. HCC has also recommended the installation
of a 6 ft by 8 ft handy house/storage shed to house the card reader and supplies which has been
included in this proposal. The shed would be placed on a 4 -inch thick concrete pad.
Task Assumptions:
• No costs are included for the provision of electrical service to the concrete slab.
• Dimensions of concrete pour will not exceed 10 -ft by 48 -ft by 124n. thick.
• No costs are included for the preparation, design, or permitting related to any potential
stormwater requirements based upon the construction of impervious surface areas.
• No costs are included for the construction of any paving/curbing, access roadway
construction etc. Costs for this element of the project can be secured from
subcontractors, if warranted, upon completion of the fueling area design sheet drawings.
Task 4 — IRC Landfill Existing AST Closure
Task 4 includes costs associated with the closure, in accordance with the requirements of Chapter
62-761, FAC, of the existing approximately 8,000 -gallon steel AST located at the landfill. HCC
will mobilize to the site, disconnect all piping from the AST, plug openings and install dry ice.
The AST will then be lifted from the concrete support structures with a crane and set upon the
ground. The AST will be opened, cleaned, and any sludge within the AST drummed for proper
disposal. The AST will be transported to the appropriate location at the landfill for disposal.
Pursuant to the requirements of Chapter 62-761, FAC, Geosyntec personnel will perform five
hand auger soil borings to the groundwater table and perform OVA meter screening of the
vadose zone soils. Up to two soil samples will be collected for laboratory analyses for volatile
organic aromatics (VOAs) by EPA Method 8021, polynuclear aromatic hydrocarbons (PAHs) by
EPA Method 8310, and total recoverable petroleum hydrocarbons (TRPH) by FL -PRO. One
temporary monitoring well will be installed, and groundwater samples will be collected from the
monitoring well for VOAs, PAHs, and TRPH by the methods previously indicated. Budget is
included for the sampling and analysis of the drum of sludge (VOAs, TCLP, RCRA Metals, and
TRPH) and assisting IRC SWDD with the disposal of IRC SWDD's AST sludge.
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Task Assumptions:
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• Costs are included for the disposal of one drum of IRC SWDD's non -hazardous
petroleum sludge, additional budget will be required if the material requires disposal as
hazardous waste. IRC SWDD will be required to execute waste disposal manifests.
• No costs are included for any tipping fees associated with the AST disposal.
• No costs are included for the removal/demolition of the concrete secondary containment
system and/or concrete tank support pedestals. Based upon discussions with IRC
personnel, it was decided that these structures would be left in place.
• The AST is assumed to be empty, additional budget may be required if a vacuum truck is
required to remove fuel from the AST.
Task 5 — Landfill AST Closure Report
A Tank System Closure Assessment Report will be prepared in accordance with the requirements
of Chapter 62-761, FAC to document the closure of the 10,000 gallon steel AST. The draft
report will be provided to IRC personnel for review and approval. Upon IRC approval, up to six
copies of the final Tank Closure Assessment Report will be signed/sealed by the Florida licensed
Professional Engineer in responsible charge of the project. The Report will be submitted to IRC
SWDD, IRC Department of Health, and Brevard County Natural Resources Protection Division
(administers petroleum storage tank systems in IRC).
Task 6 — Phase I ESA for 5 to 10 Acre Parcel West of Gifford Convenience Center
We understand that IRC is interested in performing a Phase I ESA for the subject sites to help
identify potential environmental liabilities. This proposal presents the scope of work, schedule,
and cost estimate for performing the Phase I ESA.
Scope of Services — Phase I ESA
In November 2006 the U.S. Environmental Protection Agency (EPA) issued regulations
establishing new standards for the conduct of "all appropriate inquiries" (AAI), as defined under
the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA).
These AAI standards codify for the first time, specific tasks and approaches for conducting
environmental due diligence (i.e., AAI or Phase I ESAs) in order to establish the "innocent
landowner defense", "bona fide prospective purchase liability protection", and "contiguous
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property owner liability protection" (see CERCLA sections 101(35), 107(b)(3), 101(40), 107(r),
and 107(q)).
The regulatory citation for the Federal AAI standard is Title 40, Code of Federal Regulations,
Part 312 (40 CFR 312). In late 2005, the American Society for Testing and Materials (ASTM)
updated its prior standard for Phase I ESAs, now E1527-05, Standard Practice for Environmental
Site Assessments: Phase I Environmental Site Assessment Process. The AAI/ASTM standard
differs from the prior (2000) ASTM Standard E1527-00 by "raising the bar" in terms of the level
of effort to complete the Phase I ESA and meet the AAI standard. Specific differences include,
for example, the need to use highly experienced professionals ("environmental professionals", as
defined under the regulation) to conduct certain aspects of the AAI investigation and the need to
conduct a more specific investigation of historic land uses.
We understand that IRC is interested in having Phase I ESA work performed by Geosyntec to
help identify environmental liabilities associated with the above -referenced site which Geosyntec
would consider to be a Recognized Environmental Condition (REQ as defined by ASTM
E1527-05. Geosyntec proposes to perform the following Phase I ESA work in general
accordance with specific guidelines contained within ASTM E1527-05, as indicated in the
following tasks. The intent of Geosyntec's effort is to provide IRC with a Phase I ESA for the
sites which will assist IRC in meeting certain requirements of EPA's AAI rule. Please note that,
herein, Geosyntec has developed a scope of services based on its knowledge of the project, which
is finite in nature, to allow the development of the enclosed budget and schedule estimates. In
fact, Geosyntec may find that work outside this scope may be necessary in order to address the
requirements of AAI that apply to the Phase I ESA work effort (we will advise you if this is the
case). Further, please note that AAI defines certain client responsibilities; Geosyntec strongly
encourages its Phase I ESA clients to become familiar with the AAI rule in order for them to be
able to understand what must be done by the client (over and above the Phase I ESA) to fully
demonstrate AAI and achieve the full benefit of the above-described "liability protections".
The following scope will be performed:
Phase I ESA Task A: Initial Interview and Document Acquisition
Prior to visiting the site, Geosyntec will make an initial contact with the Site Owner/Manager
designated by you to preliminarily discuss enviromnental conditions associated with site. This
interview will focus on learning about environmental features of the site such as known or
suspected environmental contamination, environmental permits, historical site usage, etc. In
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addition, this contact will be used to develop a schedule for the site visit and request copies of
site documentation as listed below. We request that IRC be responsible for ensuring Geosyntec
is provided with any of the following information that is available for the site (we will especially
rely on your assistance in the event that Geosyntec has requested this information, has been told
it is available, and has not had it provided in a timely manner):
• prior environmental due diligence documentation;
• details on any information on environmental features of the site such as known or
suspected environmental contamination, wetlands, etc.;
• details on all historic uses of the site (back to its first development);
• names and telephone numbers of current and past site owners and tenants;
• site layout maps (including, but not limited to layouts showing current and past landuse,
wetlands, etc.);
• any environmental permits pertaining to the site (related to chemical use, water, waste,
wetlands, air emissions, wildlife, etc.);
• details on any current and past chemical usage/storage at the site;
• details on all above and below ground chemical and waste management systems/storage
areas;
• details on the presence of any storage tanks/septic systems;
• copies of all environmental and building material testing/mitigation (for example, those
related to asbestos, lead, or polychlorinated biphenyl (PCB) containing materials) reports
done for the site;
• a legal description and boundary survey of the site, a title search for the site, etc.;
• all historical geological/geotechnical reports;
• details on any wells that have existed onsite;
• details/results on all environmental or geologic sampling done onsite;
• knowledge of any chemical use, contamination, and/or waste disposal on nearby
properties;
• details (design drawings, etc.) on any current or past stormwater or wastewater
management systems existing onsite; and
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• any historical aerial photographs.
As a specific follow-up to the above discussion on AAI -required client responsibilities,
Geosyntec also requests the client provide information as follows:
• details on any environmental liens filed or recorded against the site;
• details on activity restrictions and/or land -use restrictions which exist for the site;
• specialized knowledge or experience of the client regarding the site or nearby sites which
would be relevant to the performance of the Phase I ESA work;
• knowledge of whether or not the purchase or lease price of the site reasonably reflects
fair market value (assuming the site is uncontaminated);
• commonly known or reasonably ascertainable information on the site that would assist
Geosyntec in its performance of the Phase I ESA work; and
• information known to the client regarding the degree of obviousness of the presence or
likely presence of contamination at the site.
Available documentation and information (as presented above) that Geosyntec is to consider for
the Phase I ESA work should be provided so Geosyntec can review it prior to completion of the
site visit. Geosyntec assumes that copies of the available documentation will be provided
directly to Geosyntec and that Geosyntec will not be required to incur costs for reproducing such
documentation.
Please note that if a boundary survey of the site is not provided at the start of the project,
Geosyntec will attempt to use whatever site location information the client provides Geosyntec to
locate the site; however, as a result, Geosyntec may be unable to accurately locate all portions of
the site for evaluation in the Phase I ESA work.
Phase I ESA Task B: Records Review
Geosyntec will perform a review of environmental databases for the area in the vicinity of the site
pursuant to the ASTM E1527-05 Standard (ASTM specifies specific search radii associated with
the environmental database). Accordingly, for this task, we will evaluate the presence of on and
offsite environmental database concerns recommended for review by Section 8.2.1 of the ASTM
E1527-05 Standard. We will attempt to perform the database search starting from the property
line of the site as indicated in the information you provide (otherwise, if property line
information is insufficient we place the center of our search area in the approximate center of the
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site). This environmental database review may cause us to pursue acquisition of additional
information from involved environmental agencies. For example, the database search may reveal
the presence of an environmental contamination issue that could potentially affect the site. In
this case, we may contact the involved environmental agency by telephone to learn more about
the potential contamination problem, including the nature of the contamination and potential for
it to migrate toward the subject site. Database review findings which may lead us to contact
environmental agencies include: a known environmental contamination problem in the area, the
presence of nearby storage tanks, the presence of nearby industrial operations, the presence of
nearby large quantity generators, etc.
Besides contacting involved environmental agencies, Geosyntec may also attempt to contact
entities such as the local fire department, hazardous materials emergency response department,
fire marshal, etc., to learn information about reports of environmental issues in the vicinity of the
site.
We may find through our database reviews and telephone contacts that it would be useful to
review specific files housed at environmental agency offices. This work would be performed
after consultation and approval by you; file review work is not included in the associated Phase I
ESA cost estimate.
Note that the Phase I ESA work produced under this work scope will exclude the effort of
searching for and reviewing environmental liens since this is not an in -scope item for Phase I ESA
work per the ASTM E 1527-05 Standard,
Phase I ESA Task Ce Historical Site Usage
Geosyntec will endeavor to obtain information on historical usage of the site to evaluate the
potential for historical land use to have resulted in potential environmental concerns for the site.
It should be noted that ASTM E1527-05 requires review of historical sources as far back in the
history of the property as it can be shown that the property was developed (including for
agricultural uses, sites with structures, etc.). However, we cannot guarantee that the efforts we
undertake as scoped herein will provide coverage to the first development of the site, and hence,
a data gap may result.
Our primary methods for obtaining historical land usage information include review of historical
aerial photographs, Sanborn fire insurance rate maps or city directories if Sanborn ° maps are
not available, review of a recent USGS 7.5 -minute topographic map, review of historical site-
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specific records provided by you and/or a site contact, review information obtained during the
Task D, Geosyntec's site reconnaissance, and interview with an individual considered
knowledgeable about historical practices at the site.
As indicated above, Geosyntec commonly relies in part on review of historical aerial photographs
to evaluate historical land use. We will attempt to obtain historical aerial photographs for the site
from IRC back to the time of initial development of the site. Our effort to achieve this will
include contact with a source for aerial photographs (provided by IRC) wherein we request from
them aerial photographs which they have on file for public access on a frequency of every five
years back to the first developed use or back to at least 1940 (we assume for budgeting that the
first developed use began after 1940). This aerial photograph review also attempts to identify
potential adverse environmental impacts visible in the aerial photographs for the site. Further,
our review looks at adjacent properties to evaluate if adjacent land use may have the potential for
environmental impact to the site. Copies of aerial photographs may or may not be incorporated
into the report, at the discretion of Geosyntec.
We also have included budget to conduct a search of Sanborn ° fire insurance rate maps, which
provide a graphical depiction of known land uses in an area. If Sanborn ° coverage is not
available for a particular site, Geosyntec will conduct a search of city directories for the site
address. City directories compile historic address -related information into a single source and
can be useful source of historic land use information, if available.
Examples of other sources of historical land use information include review of a chain of title,
recorded land deeds, tax maps, building permit drawings, business directories, land use records,
tax assessors' records, community right -to -know records, flood plain classification maps, and
wetland designation maps. We may attempt to pursue acquisition and review of these other
information sources as deemed appropriate by Geosyntec. However, the cost to perform this
additional work cannot be determined at this time and is not included in this proposal.
Geosyntec will only review information which is publicly available, practically reviewable, and
can be obtained from a source within a reasonable time and economical fashion given the
enclosed scope, budget and schedule constraints of this project.
Phase I ESA Task D: Site Reconnaissance and Onsite Interviews
Geosyntec assumes it can perform a visit of the site within one person -day or less to evaluate
present conditions with an emphasis on identifying potential environmental contamination
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problems. Geosyntec has provided you with a budget for conduct of this site visit (and the related
interview) by an "environmental professional" as that term is defined by EPA's AAI rule.
Geosyntec's onsite staff will endeavor to traverse the majority of the site on foot to perform a
visual review of the major site features. It is assumed that the site is not overgrown to the extent
that access is limited. Geosyntec's onsite staff shall seek evidence regarding the following:
current and past uses of the site and adjoining sites as well as the area in general; geologic,
hydrologic, and topographic conditions for the site; structures and roads present onsite; the onsite
potable water supply and sewage disposal system; hazardous substances and petroleum products
that have been used, stored, or discarded onsite; onsite storage tanks; onsite odors; onsite pools
of liquid; onsite drums; onsite unidentified substance containers; potential polychlorinated
biphenyl (PCB) -containing equipment and materials; the onsite heating/cooling system; onsite
stains/corrosion which evidence a chemical release into the ground or surface water; onsite drains
and sumps; onsite pits, ponds and lagoons; onsite stressed vegetation; onsite solid waste and
waste water; onsite wells; and onsite septic systems.
As mentioned above, as part of our reconnaissance, Geosyntec will perform a cursory visual
review of adjacent properties. The purpose of this effort is to evaluate the potential for current or
past activities on those properties that may have an environmental impact on the site. Geosyntec
will not enter those adjacent properties to perform this reconnaissance.
As part of our site reconnaissance (and if not completed prior to the site reconnaissance under
Task C), Geosyntec will attempt to interview an individual considered knowledgeable about
historical practices at the site (for budget purposes, we assume this individual will be a current
site owner/occupant and/or a former site owner/occupant designated by you who has detailed
knowledge of onsite land use history). Please note that we assume the individual will be readily
accessible by telephone number(s) provided by you or when Geosyntec performs the site
reconnaissance. Inquiries shall be restricted to seeking information relative to that required by
ASTM E1527-05.
Please note that in performing this Phase I ESA, Geosyntec has not budgeted for and does not
intend to evaluate or provide consultation regarding the "Non -Scope Considerations" as defined
in ASTM E1527-05 (these include, but are not limited to radon, lead based paint, asbestos,
wetlands, wildlife, historical/archeological resources, regulatory compliance, etc.).
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No samples will be collected, nor will intrusive investigations will be performed as part of this
Phase I ESA. However, Geosyntec will be prepared at the completion of this task to discuss
Phase II ESA recommendations with you (as deemed necessary by IRC).
Phase I ESA Task Ee Preparation of Phase I ESA Report
Geosyntec's Phase I ESA findings obtained through performance of the above tasks will be
presented in a Phase I ESA Report. The report will provide details of the work performed by
Geosyntec and the identified RECs, as well as "data gaps", and an opinion regarding "additional
appropriate investigation" as required by ASTM E1527-05. The report will generally follow the
recommended table of contents provided in ASTM E 1527-05, though, Geosyntec may deviate from
this at its own discretion. The report will include a map of the site which indicates major site
features Geosyntec identified in the Phase I ESA. The report will also include color copies of
photographs taken by Geosyntec during its Task D Site Reconnaissance. One electronic (PDF
copy) and up to five hard copies of each Phase VII ESA Report will be provided.
The Phase I report discussed herein will be solely for the benefit of Geosyntec's client (in this
case, IRC SWDD). Geosyntec will issue the report to its client and grant it the right to rely on
the report contents. If another entity requests the right to rely on the report, Geosyntec will
consider the request and may grant a righMo-rely letter for an additional fee. Please note that
Geosyntec's consent to provide a right -to -rely on a Phase I ESA report is subject to agreement to
Geosyntec's terms and conditions associated with Geosyntec's performance of this specific
project. Also note that all such third party reliance is subject to Geosyntec's standard Secondary
Client Agreement.
Schedule — Phase I ESA
Geosyntec can schedule to perform the site visit for each Phase I ESA within one week of receipt
of execution of the Work Order. Geosyntec projects the Phase I ESA report can then be
delivered to you within four additional weeks. This schedule and below -described budget
estimate to complete this work is contingent upon the following:
• Site access will not be restricted to Geosyntec and can be obtained by Geosyntec
immediately upon receipt of your Work Authorization (we assume most of the site can be
easily visited and viewed on foot and/or using a two wheel drive vehicle);
XR08051 R/CCR08045 R. DOC
engineers I scientists I innovators
Himanshu Mehta, P.E.
7 May 2008
Page 13
Geosyntec
consultants
• Access to individuals to be interviewed for the Phase I ESA will be provided to and not
be restricted to Geosyntec and can be completed by Geosyntec immediately upon receipt
of your Authorization;
• At the start of the project, the client will complete Geosyntec's questionnaire and provide
additional information as necessary; and
• All documents/information that Geosyntec is to review/consider for the Phase I ESA (see
Tasks A and D) will be received by Geosyntec prior to conduct of the site visit.
Task 7 — NEPA Cateeorical Exclusion Evaluation
Based upon communications with IRC, the approximately 5 to 10 acre parcel in proximity to the
Gifford Convenience Center will be developed into a Council on Aging facility. As part of the
grant process, a Federal Transit Administration (FTA) NEPA evaluation is required.
Specifically, the FTA grant requires the completion of a NEPA Categorical Exclusion Package in
accordance with 23 CFR Part 771.117. On behalf of IRC, Geosyntec will mobilize to the site to
perform an inspection of the site and immediate surroundings and prepare the referenced
document for submittal to IRC. A total of up to five hard copies and one CD (PDF) of the
document will be provided. The following assumptions apply to the preparation of the NEPA
evaluation package:
• Information regarding area land uses, zoning, roadways, public parks, etc. will be
provided by IRC.
• Geosyntec has not included budget for a culture resources specialist to provide detailed
information regarding cultural, historic, or archaeological resources located in the
immediate vicinity of the proposed project. It is assumed that available cultural
information associated with the immediate site and surroundings will be provided by IRC
or available over the internet at no charge.
• Geosyntec has not included budget for the completion of a socio-economic profile of the
community, it is anticipated that community statistics will be provided by IRC and/or
available over the internet at no charge.
• Geosyntec has not included budget for field studies associated with a wetlands
assessment/delineation or evaluation of sensitive habitats/endangered species. It is
anticipated that any required information regarding wetlands boundaries, sensitive areas,
and/or endangered species will be provided by IRC or available over the internet.
XR08051 R/CC R08045 R. DOC
engineers I scientists I innovators
Himanshu Mehta, P.E. Geosyntec
7 May 2008 consultants
Page 14
Schedule — NEPA Categorical Exclusion Evaluation
Geosyntec can perform the site visit associated with the NEPA evaluation within two weeks of
receipt of execution of the Work Order. Geosyntec projects the NEPA Categorical Exclusion
Evaluation can then be delivered to IRC within four additional weeks. The proposed schedule is
contingent upon the receipt of requested information from IRC in a timely manner.
ESTIMATED BUDGET
The fee proposal is provided as Exhibit 2. Geosyntec has included contingency costs associated
with the subcontractors estimate to cover potential charges associated with non -scope items
identified during implementation. Geosyntec will not bill IRC SWDD for any contingency
related charges without prior approval from IRC SWDD.
CLOSURE
Geosyntec appreciates the opportunity to submit to IRC the attached fee proposal (Exhibit 2) for
services at the referenced site. An anticipated project schedule is included as Exhibit 3. If this
proposal is acceptable to you, please indicate your agreement by signing the Work Order, which
references this proposal. Please return one signed Work Order to Mr. Langenbach's attention.
Please call either of the undersigned with questions you may have as you review this fee
proposal.
Sincerely,
James J. Langenbach, P.E.
Associate Q
Kwasi Badu-Tweneboah, P.E., Ph.D.
Associate
Attachments
XR08051 R/CCR08045 R. DOC
engineers I scientists I innovators
EXHIBIT 2
COST PROPOSAL
XR08051 R/CCR08045R.DOC
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SCHEDULE
XR08051 R/CCR08045 R. DOC
engineers I scientists I innovators
EXHIBIT 3
SCHEDULE
Work Order 15
Vero Beach, FL
Upon approval of the Work Order, it is anticipated that Geosyntec will prepare design drawings
for the fueling area and perform the Phase I ESA and NEPA Evaluation in June 2008. Upon
completion of the design drawings and construction permitting, it is anticipated that the fueling
area construction activities will be completed in July/August 2008. Upon completion of the
fueling area concrete pad, the AST will be re -located from the Gifford Road site in August 2008
and the steel AST located at the IRC landfill will be closed in August/September 2008.
Geosyntec anticipates that the Tank Closure Assessment Report documenting the closure of the
steel AST located at the IRC landfill will be submitted by October 2008,
XR08051 R/CCR08045R.DOC
engineers I scientists I innovators
EXHIBIT 4
SUBCONTRACTOR QUOTES
XR08051 R/CCR08045R.DOC
engineers I scientists I innovators
Proposal Landfill
Petroleum Resources & Development, Inc.
2460 N Courtenay Pkwy, Suite 11 I
Merritt Island, Florida 32953
(321)986-6026
Fax (321) 986-6036
lL
Quote # 0861-07
We are pleased to offer the following proposal for your consideration.
Secure all construction permits for tasks under this scope.
Form a slab area 42' x 12'x 12" thick and set rebar at the new location.
Pour concrete and finish.
Concrete must set for 7 days prior to the tank sitting on it.
Unbolt the existing tank, rig the tank for loading onto a truck with a crane.
Deliver the tank to the new location, re -rig and offload onto the new slab
Go back to old location & break up the slab & remove the bumper post.
Backfill the slab area to grade.
Go back to the new location and mount the new dispenser & card reader.
Install new bumper post's around the tank slab.
NOTES:
Prior to moving the tank needs to be drained & cleaned and the cleaning is included in the price below.
Bumper post's to be painted yellow.
Tank assumed empty, (additional cost for vac truck to empty contents, if any).
PR&D to supply a high speed dispenser, card reader system, card encoder, modem & 100 cards.
County to bring the electric to the slab.
This price will remain firm for thirty days from the proposal date
We appreciate the opportunity of offering this proposal and
trust we may be favored with your most valued business
ny Name
Signature Date
Title
Page 1 of 1
Petroleum Resources & Development, Inc
Proposal Landfill Tank Removal
Petroleum Resources & Development, Inc.
2460 N Courtenay Pkwy, Suite 111
Merritt Island, Florida 32953
(321)986-6026
Fax (321) 986-6036
We are pleased to offer the following proposal for your consideration.
Tank to be drained prior to removal
Disconnect all piping from the tank, plug openings & install dry ice.
Lift the tank with a crane and set it on the ground.
Cut the tank open with a nibbler.
Clean out the inside of the tank and drum any sludge, leave drums onsite for disposal by others.
Bring the tank to the proper location at the landfill.
Remove the piping & appurtanences & dispose of at the landfill.
NOTES:
Tank assumed empty, (additional cost for vac truck to empty contents, if any).
This price will remain firm for thirty days from the proposal date
We appreciate the opportunity of offering this proposal and
trust we may be favored with your most valued business
Signature Date
Title
Page 1 of 1
Petroleum Resources & Development, Inc
HCC ENVIRONMENTAL SERVICES, INC.
Groundwater Remediation Construction Services
340 S.W. Jasmine Avenue
Keystone Heights, FL 32656
April 6, 2008
GeoSyntec Consultants
6770 South Washington Avenue, Suite #3
Titusville, FL 32780
Facsimile: 321-269-5813
ATTN: Mr. Jim Langenbach, P.E.
RE: Proposal for AST relocation to the IRC Landfill
Indian River County Landfill
Vero Beach, Indian River County, Florida
Work Order #15
HCC Bid #08=23
Dear Mr. Langenbach.
(352) 473-9801
Fax (352) 473-9841
HCC is pleased to provide you with a quotation bid to move the existing 12,000 AST from
Gifford Road DOT yard to the IRC landfill, demolish and dispose of old tank slab, provide and
install a new tank slab at the IRC landfill, provide and install new dispensers and card reader,
hook up and make AST operational and remove the existing 8,000 AST at the landfill according
to your plans, specifications and site visit as follows:
1. Mobe to IRC Landfill, level ground, form and pour new slab for AST,
let slab cure for 7 days minimum, including labor, material and permits. $ 99750.00
(Based on previous experience I am assuming the new slab is 10' x 48'
and consists of 4,000 psi concrete with fiber mesh 12" thick with a
layer of No. 5 rebar, 12" on center each way. You can contact Phoenix
Industries, the original tank manufacturer, for design loads. The tank also
has feet which will result in point loads. No other curbing or site grading
is included. You may want to include a 6' x 8' handi house/storage shed
to house the card reader and supplies. Estimated cost $3,500.00.4" slab
can be poured at the same time as the tank pad.
2. Gifford Road AST tank removal and relocation to IRC landfill:
Dismantle tank, remove & dispose of dispensers, disconnect electrical.
AST to be prepared for lifting by crane and transported to the IRC
Landfill and placed on new slab. The existing concrete pad will be
demolished and disposed of at the IRC landfill. Existing concrete/steel
bollards will be removed for reuse at new tank location. Some bollards
may be destroyed and not able to be salvaged. The tank slab area will
be backfilled and graded level to existing adjacent surfaces.
Price for above $115520.00
(No tipping fees are included for concrete debris, tipping fees will be
waived by IRC landfill. The AST is assumed to be empty, additional
costs will be required if a VAC truck is necessary to empty and clean
the contents. No costs are included for paving the area where the AST
is removed.)
3. The IRC landfill fueling area AST installation:
Anchor tank to slab, hook up piping, set new dispensers & card reader,
electrical hook up of dispensers, card reader and grounding. Set the
bollards, start up services:
Price for Labor, misc. piping & materials and electrical installation $12,950.00
Price for 2 dispensers, hoses, accessories, fuel management system
and start up by manufacturer's trained technician. (See attached) $1810450.00
(Electrical service of sufficient power must be brought by others to
within 10 feet of the tank. No paving, curbing, grading, etc. is included
t are
or the area around ere not salvageable 0geableAdditionale tank. crequired
lshall be $ 00 each. We reommen tha
that
wa handi
house be located near the center of the tank to house the card reader and
other supplies.)
4. AST closure of existing 8,000 tank at the IRC Landfill:
Tank will be removed from the saddles by crane, cleaned with a VAC
Truck, cut open to render useless and transported to a location at the
Landfill as directed by others.
Price for above $ 410625.00
(Bid assumes rinsate/liquids of 300 gallons at $.75 per gallon. Additional
gallons will be charged at the same rate. Sludges will be charged at the
rate of $4.00 per gallon. No costs are included for the removal, demolition
of concrete secondary containment system and concrete tank saddles. These
structures will be left in place. Provide contractor removal forms.)
TOTAL BID PRICE FOR ITEMS 14 above $579295.00
Construction time will be as follows:
Item 1, new concrete pad at IRC, approximately 2-3 working days depending on final concrete
pad design;
Item 2, Gifford Road AST relocation & slab removal, approximately 3 working days;
Item 3, landfill fueling area AST installation, approximately 3 working days;
Item 4, existing AST removal, approximately 1 working day;
Total construction time will be 9-10 working days. We look forward to the successful
completion of this project in the near future. If you have any questions or I can be of further
assistance, please feel free to contact me at my office.
Sincerely
2
EARL R. HAT , JR., President
NAME
ADDRESS
Vales and Service
Mr. Earl Match
H.C.C. Environmental
Gainesville, FL
Job Sarne
Address
y;
We are pleased to submit this quotation which is our interpretation of your requirement(s).
NOTWITHSTANDING any other provision contained herein to the contrary. the prices stated herein are firm for (30) days from date of bid.
kN
2 Dresser Wayne G5210D/2GJKAfV1 Single Commercial Dispenser $
Rated at up to 22 GPM
2 1 10:1 Pulser & DC Junction Box $
1 3/4" x 14" Hose $ $
1 3/4" Hose Safety Breakaway Valve
1 3/4" Breakaway Hose
1 314" Swivel $
1 3141]Automatic Nozzle $
1 1" x 25' Hose 3
1 1" Hose Safety Breakaway Valve $ $
i 1" Breakaway Hose $
1 1" Swivel $ $
1 1" Automatic Nozzle 3 $
9 Hannay 818-25-26B Spring Retract Hesse Reel for up to 35' of 1" LD. $ $
Hose with Viton Seal
i Hose Stop Bail S
Plus Freight from Manufacturer - Estimated 9 5
1 Petro Vend K800-2, Two Hose Fuel Management System including one
Fuel Island Terminal (Card/Key Reader) Fuel Site Controller, Journal
Printer, Pedestal, Heater and Petro -Net Communication Box Cover
Pocket Weathershield `*
THE SALE OF THE ABOVE GOOD($) TO 6UYER OR PURCHASER 15 SUBJECT TO THE TERMS,
CONDITIONS, INDEMNIFICATIONS AND HOLO HARMLESS AGREEMENTS, EXCLUSIONS AND
LIMITATIONS OF WARRANTIES, PURCHASE MONEY SECURITY AGREEMENT, AND OTHER
PRINTED ON BOTH SIDES OF THIS INSTRUMENT, AND IT IS UNDERSTOOD AND
AGREED THAT THE PRIGE(S) STATED FOR SUGH GOOD(S) IS (ARF) A CONSIDERATION
FOR ALL OF SAID TERM5. CONDITIONS, INDEMNIFICATIONS AND HOLD HARMLESS
EXCLUSIONS AND LIMITATIONS OF WARRANTIES. AND OTHER PROVISIONS
Additional Remarks:
THANK YOUI
is informafion is for negotiation purposely and does not
constitute a formal contract. Company:
By;
Sales and Service
NAIVE Mr. Earl Hatch Job Sarre
ADIDPESS H.C.C. Environmental Address
Gainesville, PL
We are pleased to submit this quotation which i6 our interpretation of your requirement(s).
NOTWITHSTANDING any other provision contained herein to the contrary, the prices stated herein are firm for (30) clays from date of bid.
PC/CRT Cable
CRT Terminal
Factory Training by Telephone --,1
Phoenix Software
Chip Keys
Encoding
Plus freight from Manufacturer - Estimated
NOTE:
You will have to have a certified rep of Petro trend perform a startup
procedure on this system. '
Applicable freight, surcharge(s), license and permit fees and sales tax
to be added.
If this is acceptable please sign the white copy and return
THE SALE OF THE ABOVE GOOD(S) TO BUYER OR PURCHASER IS SUBJECT TO THE TERMS,
CONDITIONS. INDEMNIFICATIONS AND HOLD HARMLESS AGREEMENTS, EXCLUSIONS AND
LIMITATIONS OF WARRANTIES. PURCHASE MONEY SECURITY AGREEMENT, ANO OTHER
PROVISIONS PRINTED ON BOTH SIDES OF THIS INSTRUMENT, ANO R 15 UNDERSTOOD AND
AGREED THAT THE PRICE(S) STATED FOR SUCH GOODS) IS (ARE) A CONSIDERATION
FOR ALL OF SAID TERMS, CONDITIONS, INDEMNIFICATIONS AND HOLD HARMLESS
AGREEMENTS. EXCLUSIONS AND LIMITATIONS Or WARRANTIES. AND OTHER PROVISIONS
onal Remarks:
THANK YOU!
This information is for negotiation purposes and does not
constitute a formal contract.
Willis Oreland
0
Company: H.C.C. Environmental
By:
0
U-21 GO/ LVVV &J. J`
wavv�vvr�
Wayne"
Reliance
G6200 Series Fleet Pumps and Dispensers
The G6200 Series incorporates reliable, time -proven mechanical registers into an attractive modern
cabinet. The durable construction and electro -mechanical operation of this series enables it to withstand
the harshest fleet enviroments. Single AC power line requirements make it easy to adapt to any
Installation. The G6200 Series includes a host of standard features to ensure high performance and long
.life.
Standard Features
• Reliablc, time -proven mechanical registers housed
in a modem cabinet design
+ Micro -accurate two -piston positive displacement
meter — Weights & Measures scalable
• Dependable, field -proven gear type pumping unit
(suction pump models)
• Heavy duty 1 HP motors (suction pump znodels)
+ One -inch internal piping for maximum flow
performance
+ Corrosion -resistant galvanneal exterior panels
• Tough 14 -gauge side panels and 18 -gauge doors
• Long-lasting powder -coated finish
+ Convenient hinged door with lock for security
• All uaer controls meet American Disabilities Act
(ADA) requirements
Optional Features • Stainless steel panels
• Pulser for fuel control systems • Intemal hose retractor
_• Light + Hose mast
+ Internal filters • Vapor recovery accessories
• External filters • Liter measure
03/28/2088 15:34 Y51bb1UUZ1 MIiKi N`LY MIKU LUM rM3L 0µ/o4
Dresser Wayne Dispenser Equipment b Point-of-sale System MSRP Guide
Release 5 - Valid March 51 2007 to December 31, 2007
Dresser Wayne Confidential - NOT FOR EXTERNAL DISTRI BUT10N
RELIANCE 036200 MECHANICAL FLEET DISPENSERS
Standard Features
• Non -computer mechanical register with power reset interlock
« Non•resettable accumulative totalizer
• 2 -piston positive displacement meter
• Gear type pumping unit with 1=hp continuous duty motor
(suction models)
+ 115VAC1 60 Hz operation (motors: 115/230VAC, 50/60 Hz)
• Intemai filter with standard 10 -micron filter element
• 1Yx° inlet connection
• 1" high flow internal piping
• 1" discharge with %" reducer bushing
• Internal port for satellite piping connection (remote models)
• Heavy-duty galvannealed steel construction
• Powder coat finish (metallic silver sides & top, blue doors)
• AC junction box
• Hose hanger
• Hinged doors
• User controls meet ADA requirements
C -UL -US listed; Weights & Measures sealable for contracted billing
Excludes hose & nozzle
Optional Features (availability dependent on model)
• E85 option (remote models)**
• Healy VAC vapor recovery (remote
models)
• 10:1 or 100:1 puller
• Light -
• Intemal hose retractor
• Hose mast kit -
• Extemel filter kit -
Stainless steel panels -
• Hand crank kit
Black, green, red, silver, yellow, white,
brown, or stainless steel doors
Two-stage solenoid valve (suction
models)
Inlet check valve kit
Reversed accumulative totalizer
Liter measurement
230VAC operation (valves & reset)
50 Hz operation
Standard Warranty Terms
• 12 months from the date of installation or 18 months from the date of invoice, whichever
occurs first
• To order Extended Warranty at the time of dispenser order, please contact your Dresser
Wayne New Equipment Customer Service Representative
NAME
ADDRESS
.safes and Service
Hatch
Job Sarne
Address
We are pleased to sulTniit this quotation which i5 our irlteTpretation of your req uirement{s).
r40TWITHS0tAN0ING any other provision contained heroin to the Contrary, the prlcec steed herein are Firm for (30) clays from date or bid.
A
2 Dresser Wayne G621OD/2GJKAfV1 Single Commercial Dispenser
Rated at up to 22 GP i S
2 10:1 Pulser & CC Junction SOX "
1 3/4" x 14" hose i '� $
i� 314" Hose Safety Breskarrray Valve� S
1 3/4" 8reakaway Hose $
1 3/4" Swivel 1 �'
P ti�
1 3/4" Autoratic Nwtzzle
1 1" x 25' Idose J
9 1" Hose Safety Breakaway Valve
1 1" Breakaway Hose
i
'69S*'
i" Swivel $ S
1 1" Automatic Nozzle $
1 Hannay 816-25-26B Spring Retract Hose steel for up to 35' of 1" ).0. � $
Hose with Viton Seal
1 Hose Stop Rall
Plus Freight from Manufacturer - Z=Fstimafed S
1 petro Vend K300-21 Tveo Hose Fuel Management System including one '
Fuel Island Terminal (Card/Key Reader) Fuel Site Controller. Journal
Printer, Pedestal, Heater and pei0-74et Communication Bos: Cover
Pocl.et Weathershield '
THE SALE OF THE ABOVE GOOD($) T4 BUYER OR PURCHASER $5 SUBJECT TO THE TERMS,
Cou'DITIONS, iNDEMN{FICATIONS AND HOLO HARMLESS AGREEMENTS* EXCLUSIONS JOID
LIMITr,TIONS OF WARRANTIES, PURCHASE MONEY SECURITY AGREEMENT, AND OTIaER
PROV15IONS PRINTED ON BOTH SIDES OF THIS INSTRUMENT, AND T IS UNDERSTOOD AND
AGRE12D THAT THE PRICE(Z) ST ATEO FOR SUCH GOOD(S) IS (ARF) A C4NSIOERAT!ON
FOR ALL OF SAIDTERM59 CONDITIONS, INDEMNIFICATIONS AND HOLD HARMLESS
c &-uEEMENTS. EXCLUSIONS AND LIMMATIMIS OF WARRANTIES, AN7 OTHER. PROVISIONS
Remarks:
THANK YOU 1
This information is 1ior negof
Constitute- a form21 coaltract.
purposes and does not
AL
Company:
8V:
Seius and Serviico
t4AIUE Mr. Earl Hatch
ADDPESS M.C.C. Enviror
Job
Addiresc
Same
We are pleased to submit this quotation which is out interpretation of your requirement(s).
NOTWITHSTANDING any other provision contained herein to the contrary, the prices stated herein are firrn for (30) clays from date of bid.
C
PC/CRT Cable
CRT Terminal �
Factory Training by Telephone ajAL
Phoenix Softare
Chip Keys
Encoding $
Pius freight from Manufacturer - Estimated
M'0TE:
You will have to have a certified rep of Petra Vend perform a Startup
procedure on this system.
Applicable freight, surcharge(s), license and permit fees and sales tax
to be added,
If this is acceptable please sign the white copy and return
THE SALE OF THE ABOVE GOOD(S) TO BWER OR PURChIASER IS SUBJECT TO THE TERMSe
COP4oIn0NS* INDEMNIFICATIONS AND HOLD HARMLESS AGREE?RENTS. EXCLUSIONS AND
LIMITATIONS OF WARRANTIES, PURCHASE MONEY SECURrrY AGREEMENT, AND OTHER
PROVISIONS PRINTED On BOTH SID=S OF THIS INSTRUMENT, ANO IT IS UNDERSTOOD AND
AGREED THAT THE PRICE(5) STATED FOR SUCH GOODS) IS (ARL) A CONSIDER WN
FOR ALL OF SAID TERMS. CONDRIONS. INDEMNIFICATIONS AND HOLD HARMLESS
AGREEMENTS. EXCLUSIONS AND LIMITATIONS OF WARRANTIES. AND OTHER PROVISIONS
iM1smad rp:
THANK YOU!
This information is for negotiation purposes and does not
constitute a formal contract.
Ynlis Bralatnd
itY#b
Company: H.C.C. Environmental
By:
n
Geosyntec°
consultants
Himanshu Mehta, P.E.
Managing Director
Indian River County — Solid Waste Disposal District
1325 74th Avenue SW,
Vero Beach, FL 32968
ATTACHMENT 1
6770 South Washington Avenue, Suite 3
Titusville, Florida 32780
PH 321.269.5880
FAX 321.269.5813
www.geosyntec.com
7 May 2008
Subject: Proposal for AST Closures, Sampling, Relocation, Fueling System Design and
Construction, Phase I ESA Due Diligence, and Completion of a NEPA Categorical
Exclusion Package, Work Order #15
Vero Beach, Florida
Dear Mr. Mehta:
Please find attached Geosyntec Consultant's Work Order and associated attachments (proposal,
cost summary, and schedule) for professional services associated with (i) the closure of the
existing aboveground storage tank (AST) at the landfill in accordance with the requirements of
Chapter 62-761, FAC, (ii) the design and construction of a concrete slab for placement of a
double -walled 12,000 -gallon AST and high-speed fuel dispensers and card reading system at the
landfill, (iii) environmental media sampling and removal of the existing double -walled AST from
the Gifford Road location and placement/connection on the new concrete pad at the landfill, and
(iv) performance of a Phase I Environmental Site Assessment (ESA) on the parcel located west
of the Gifford Convenience Center which will be utilized by the Council on Aging, and (v)
completion of a National Environmental Policy Act (NEPA) Categorical Exclusion Package in
accordance with 23 CFR Part 771.117. Should you have any questions please do not hesitate to
contact me.
XR08051 R/CCR08045R.DOC
engineers I scientists
4�
t .f.
Y ex 1
1 1
innovators,.
Sincerely,
Jim Langenbach, P.E.
Associate