HomeMy WebLinkAbout2007-077 + t
ORIGINAL
WORK ORDER NUMBER 06 / 7
This Work Order Number 06 is entered into as of this _ day of 2007 pursuant
to that certain Continuing Contract Agreement for Professional Services entered into as of 10
August, 2004 ( "Agreement") , by and between Indian River County Solid Waste Disposal
District , a dependent special district of Indian River County , Florida , whose address is c/o
Indian River County Utilities Department , 1840 25th Street , Vero Beach , Florida 32960
(" DISTRICT' ) and Geosvntec Consultants , Inc. ("CONSULTANT") .
The DISTRICT has selected the Consultant to perform the professional services set
forth on Attachment 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
Attachment 2 , attached to this Work Order and made a part hereof by this reference . The
Consultant will perform the professional services within the timeframe more particularly set
forth in Attachment 3 , attached to this Work Order and made a part hereof by this reference
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 , the parties hereto have executed this Work Order as of the
date first written above .
CONSULTANT rn�
GEOSYNTEC CONSULTANTS , INC . INDIAN RIVER BOUNTY
SOLID WASTE.bISPOSAL DI �V21CT
/ Jr
By: ' y x^ By : Z4 � ,: •
Thomas A. Peel , Ph. D. , Vice President Gary C . eeler, ChA rnrah .
Attest : J . K. Barton , Clerk of Court
By: (
Deputy Clerk
Approved :
J eph A . Baird , County Administrator
Approved as to form and legal sufficiency:
r , �
2� Ma gan E . Fell , Assista t County,/Attorney
- lc ,_s - ix-o
v �
ATTACHMENT I
PROFESSIONAL SERVICES
Geosyntec ® 2258 Riverside Avenue
Jacksonville, FL 32204
consultants 904-388-8821
904-388-8163
17 January 2007
Ms. Polly Kratman
Managing Director
Solid Waste Disposal District
Indian River County
1325 74`h Avenue SW
Vero Beach, Florida 32968
Subject: Proposal for Engineering Services
Design and Permitting of Closure and Gas Systems
Indian River County Class I Landfill
Vero Beach, Indian River County, Florida
Dear Ms. Kratman:
Geosyntee Consultants (Geosyntee) is pleased to submit this proposal to the Indian River County
(IRC) Solid Waste Disposal District (SWDD) for the provision of engineering services related to
the closure system design and permitting and gas collection and control system (GCCS) design
(hereafter referred to as the Project) for the Class I Landfill at the IRC Landfill (IRCL) facility
located in Vero Beach, Indian River County, Florida. The proposal presents the scope of work,
schedule, and budget estimate for the design, permitting, construction procurement, and
construction-phase services for the Project. The proposal was prepared in response to a verbal
request from the SWDD during a 14 December 2006 meeting at the IRCL site with Ms . Polly
Kratman of SWDD and Dr. Kwasi Badu-Tweneboah, P .E . of Geosyntec . Geosyntee has
prepared this proposal as Attachment 1 under Work Order No. 6 for the Continuing Contract
Agreement for Professional Services between IRC SWDD and Geosyntec, dated 10 August 2004 .
The remainder of this proposal presents : (i) project background; (ii) proposed scope of work;
(iii) budget estimate; (iv) schedule; and (iv) the assumptions that were used in the development
of this proposal.
PROJECT BACKGROUND
The IRCL facility is located in southern Indian River County, east of Interstate 95 , south of Oslo
Road, and west of Rangeline Road in Vero Beach, Florida. The SWDD operates both the Class I
landfill and Construction and Demolition (CRD) disposal facility at the IRCL facility. The Class
I landfill includes Segment 1 , Segment 2, and an Infill Area located between Segment 1 and
Segment 2 . Segment 1 is approximately 20 acres, unlined, and was initially closed in 1990 with
a cover system that included 8- to 12-in. thick compacted clay cap. Segment 2, which is
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approximately 38 acres in total footprint, has a 60-mil thick high-density polyethylene (HDPE)
geomembrane single liner. The Infill Area has : (i) a single composite liner comprised of a 60-
mil thick HDPE geomembrane placed on top of 2-ft thick compacted clay liner over a 5 -acre area
between Segment 1 and Segment 2; and (ii) a 60-mil thick textured HDPE geomembrane single
liner over the 7 . 5 acres of the eastern side slopes of the closed Segment 1 landfill . Leachate from
the lined Segment 1 eastern side slopes, Segment 2, and Infill Area is collected through a
combination of leachate collection system (LCS) drainage media and HDPE pipes, and conveyed
to a pump station located at the northwest corner of Segment 2 . The leachate is then transferred
through a force main to the West Regional Wastewater Treatment Plant for treatment and
disposal.
GeoSyntec also understands that the IRCL facility is currently regulated under the New Source
Performance Standards (HSPS) for municipal solid waste (MSW) landfills as identified in
Subpart WWW of 40 CFR, Part 60 (Subpart WWW) . The NSPS states that MSW landfills that
exceed certain size thresholds (waste-in-place of more than 2 . 5 million Mg or 2. 5 million m3) or
emission thresholds (emissions of non-methane organic compounds of greater than 50 Mg/yr) are
required to collect and control its landfill gas . Currently, the IRCL does not exceed the
thresholds prescribed by NSPS ; however, the IRCL has an active gas collection system in place,
which includes 40 vertical gas collection wells and 13 horizontal gas collectors. The SWDD
would like to implement a GCCS design that accounts for the future waste placement that will
occur in the existing Segment 1 , Segment 2, and Infill Area and ties into the existing GCCS .
In June 2005 , the Florida Department of Environmental Protection (FDEP) issued the SWDD
with an expansion permit for the disposal of C&D debris over the south and west slopes of the
closed Segment 1 landfill using 3 horizontal to 1 vertical (3H : 1 V) side slope geometry. The
westward top slopes of the C&D expansion would extend to elevation (El .) 129 . 5 ft National
Geodetic Vertical Datum (NGVD) and grade to the east at a 5 percent slope . The Segment 2 and
Infill Area were also permitted to have 3H : 1 V waste slopes from El . 55 to El . 140 ft NGVD. In
August 2006, FDEP issued the SWDD with an expansion permit for placement of C&D debris
over the north slope of the closed Segment I landfill using 3H : 1 V side slope geometry, extending
the elevation to approximately 125 ft NGVD . The C&D debris placement over the slopes of the
previously-closed Segment 1 landfill would reach final grades by January 2008 and thereby
requiring closure in accordance with the FDEP solid waste regulations. However, in order to
improve aesthetics at the IRCL facility, the SWDD has voluntarily elected to place cover soil and
sod over portions of the C &D debris that had reached final grades in a "close-as-you-go" manner.
This temporary closure system will have to be verified and certified to meet the closure
requirements of the solid waste regulations.
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In June 2006, FDEP issued the S WDD with a permit for the vertical expansion that includes the
construction of a liner system over the top slopes of the previously-capped Segment 1 of the
Class I landfill and raising the final elevation of the lined Class I landfill from the 145 ft NGVD
to approximately 185 ft NGVD . This additional permitted capacity extends the life of the Class I
landfill until January 2011 , based on current and projected waste acceptance rates .
PROPOSED SCOPE OF WORK
This project includes professional engineering services that will be performed for the design,
permitting, and construction certification for closure of the C&D debris over the slopes of
Segment 1 Class I landfill at the IRCL facility. The proposal also includes the development of
landfill GCCS design and phasing plans for the Class I landfill cells . The scope of work is based
on the requirements of Chapter 62-701 , Florida Administrative Code (FAC) and Geosyntee ' s
understanding of the project based on information provided by the S WDD .
Geosyntec will provide all engineering services necessary to complete the engineering design ,
permit applications , and address requests for additional information from FDEP related to the
closure design. The scope of services also includes construction support services such as
preparing construction bid documents, construction management, and CQA monitoring and
certification services for the closure of the C&D debris on the Segment 1 slopes . The scope of
services also includes the design of the GCCS for the Class I landfill vertical expansion under
final conditions. and GCCS phasing for five, one-year increments . For budgeting purposes, the
scope of work will be performed in three tasks , as presented below .
Task 1 : General Consulting/Meeting Support/Project Management
Task 2 : Closure of C&D Debris on Segment 1 Landfill
• Phase 1 : Engineering Design ;
• Phase 2 : Permit Application ;
• Phase 3 : Response to Regulatory Comments;
• Phase 4 : Construction Procurement Services; and
• Phase 5 : Construction Support Services
Task 3 : GCCS Plan
• Phase 1 : GCCS Design Plan; and
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• Phase 2 : GCCS Phasing Plan
Each of these tasks is briefly described below .
Task 1 : General Consulting/Meeting Support/Project Management
Task 1 consists of three components : general consulting, meeting support, and project
management. GeoSyntec will provide SWDD with consulting services necessary to initiate the
project and attend pre-application and in-progress review meetings with the FDEP Central
District office. GeoSyntec will prepare presentation graphics, engineering drawings, and other
documents required to support the meetings and project coordination activities .
A kickoff meeting with SWDD is proposed before the start of project activities so that the
specific project requirements can be discussed. If required by SWDD, GeoSyntec will prepare
for and attend a meeting with the SWDD Board to explain the project scope and budget
requirements . GeoSyntec will also schedule and attend, with SWDD staff, a meeting with the
Central District office of FDEP to discuss specific permitting issues . In addition, review
meetings will be held with SWDD as necessary during design and prior to the FDEP submittal .
Following each meeting, GeoSyntec will prepare meeting minutes that document decisions
reached in the meetings.
Project management activities will include : budget and schedule tracking, invoice review, and
project communications, including the preparation of a monthly progress report . The project
report will include a description of the activities completed during the month and planned
activities for the following month. In addition, the progress report will identify any technical or
administrative issues that require SWDD ' s attention and the current status of the budget and
schedule.
For the purpose of this budget estimate, GeoSyntec has included six meetings : (i) one kickoff
meeting with SWDD; (ii) two in-progress design review meetings with SWDD; (iii) two
meetings with FDEP and SWDD staff, and (iv) one meeting with the SWDD Board, if requested
by SWDD.
Task 2 : Closure of C&D Debris on Segment 1 Landfill
Task 2 consists of the design, permitting, and construction certification of the closure of the
C&D debris on the Segment 1 landfill . For budgeting purposes this task has been divided in the
following five phases, as presented below.
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Phase 1 : Engineering Design
Under this phase, Geosyntec will perform engineering analysis and design for closure of areas
containing C&D debris within Segment 1 . Engineering analysis and design will be performed to
the extent required in the closure permit application . Geosyntec will review, summarize, and
synthesize all relevant previous work for closure of the Segment 1 C&D debris . Geosyntec will
perform the following activities as part of the engineering design :
• layout and grading of C&D debris on the top and side slope areas of Segment 1 ;
• specification of components and materials of the final cover system (vegetative layer,
cap protective layer, as appropriate);
• evaluation of percolation through and liquid head build-up in the final cover system
using the hydrologic evaluation of landfill performance (HELP ) model ;
• evaluation of stability and settlement of the final cover system;
• design of the final cover drainage system to collect and convey the water that percolates
through the vegetative and cap protective layers;
• design of the surface water drainage system to collect and convey the storm water
runoff from the final cover system to the perimeter toe ditch;
• development of typical final cover system details (configuration of the final cover
system at the side slope swales, and other details as appropriate) as required for the
permit application ;
• development of a construction quality assurance (CQA) plan: and
• development of financial assurance calculations .
Geosyntec understands some of the above analyses have been perfonned as part of previous
permit applications (C&D expansion and Class I landfill vertical expansion) . Geosyntec will
utilize to the extent feasible most of this information in order to minimize duplication of efforts .
Phase 2: Closure Plan Permit Application
Under Phase 2 , Geosyntec will prepare the Closure Permit Application for closure of portions of
Segment 1 containing C &D debris at the IRCL facility. The permit application will include the
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engineering reports and drawings in support of the permit application in accordance with Chapter
62-701 , FAC. Geosyntec will provide four complete copies of the application to FDEP Central
District and two copies to SWDD.
Activities required for the completion of the permit application not included in other tasks, and
activities required for the compilation, reproduction, and distribution of the permit application
are included in Phase 2 .
Phase 3 : Response to Regulatory Comments
Following submittal of the Permit Application, GeoSyntec will meet with FDEP to present and
discuss the Closure Permit Application. Geosyntec will provide FDEP with written responses to
requests for additional information throughout the course of the permit review process. For the
purpose of the budget estimate, GeoSyntec has estimated one response is required.
Phase 4: Construction Procurement Services
GeoSyntec will provide the engineering services required for SWDD to construct the closure
system for the C&D debris on Segment 1 landfill . It is understood that SWDD will contract the
construction services of the closure system to Waste Management (WM), the current contractor
for operation of the Class I landfill, including the on-going placement of C&D debris on Segment
1 . As part of this task, Geosyntec will prepare construction documents and a construction cost
estimate .
Subuhase 4. 1 - Construction Documents
Geosyntec will prepare a set of construction drawings for the closure system specified in the
Closure Permit Application . The construction drawings will be extracted from the permit
drawings and will include sufficient details for construction of the closure system , storm water
features, and other related construction activities associated with the closure of the C&D disposal
area within Segment 1 . The construction drawings will include control points along the top of
berms, toes of slopes, and other critical locations, including 50-ft grid intervals, to facilitate
construction and certification of the Project . One set of construction drawings will be prepared
for the entire disposal area of C&D debris within Segment 1 . However, it is noted that the
installation of the closure system will be an on-going effort that will likely involve multiple
installation time periods as different areas reach final waste grades .
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Technical Specifications and the CQA Plan will be compiled as part of the Construction
Documents . The specifications will be prepared using the industry-standard Construction
Specification Institute (CSI) format.
Suphase 4. 2 - Construction Cost Estimate
GeoSyntec will also prepare an Engineer' s Estimate of Probable Construction Cost and a
construction schedule to serve as a basis for comparison of bids during the procurement process .
Probable construction cost will be based on estimated construction quantities for the project and
engineering estimate of the probable unit cost for each item . Probable construction costs will be
based on such catalogues as R . S . Means, information provided by product manufacturers, and
Geosyntec' s professional judgment and experience with similar closure system and installation
projects . Additionally, Geosyntec will prepare a construction schedule based on Geosyntec' s
understanding of the Project and experience with similar closure system installation projects.
Phase 5 — Construction-Phase Services
Geosyntec proposes to perform the construction-related services and provide engineering support
associated with construction of the Project under three subphases . These include: (i) Field CQA
Services; (ii) Construction Management; and (iii) Resident Engineering.
Subphase 5 . 1 — Field CQA Services
Under this subtask, Geosyntec will provide CQA services during construction of the Project.
Quality assurance monitoring, testing methods, test frequencies, and the reporting requirements
will be performed in accordance with the CQA Plan, ASTM Standards, and applicable portions
of Chapter 62-701 , FAC . The work will be executed by an experienced project team consisting
of office managerial staff and on-site CQA representatives .
Geosyntec will provide on-site monitoring services for the activities associated with construction
of the project. The CQA services will be provided by a CQA Site Manager and Engineering
Technicians, as needed. The CQA Site Manager will be responsible for CQA activities
throughout the Project including monitoring construction, coordinating soils testing (if needed),
and maintaining documentation of CQA activities at the site.
Geosyntec will assign one CQA field personnel for every major construction activity being
performed by the Contractor. Any non-conforming or questionable practices observed by
Geosyntec will be brought to the attention of the concerned parties for review and correction .
Geotechnical Laboratory Services
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Geosyntec will provide independent geotechnical QA/QC laboratory testing related to the
construction. Experienced laboratory technicians will perform the required soils conformance
tests in accordance with the test methods described in the Technical Specifications . The test
results will be reviewed by the CQA Site Manager. SWDD will be provided with regular
updates of the conformance testing activities and results . Summary reports of the laboratory
conformance test results will be presented in the certification report.
Subphase 5 .2 — Construction Management
Under this subtask, Geosyntec will provide construction management services throughout the
duration of construction . Construction management activities will include conducting a pre-
construction meeting with the contractor (WM), preparing a detailed construction schedule using
critical path method (CPM) of scheduling for evaluating construction progress, assisting the
contractor in identifying critical construction tasks and material procurement activities, providing
assistance to the contractor in formulating plans to regain the project schedule in case of
unforeseen delays, and verifying quantities and conformance with the plans and specifications .
Subphase 5 . 3 — Resident Engineering
Under this subtask, Geosyntec will provide resident engineering support services throughout the
duration of construction. Resident engineering support services will include Construction
Drawings and Technical Specifications interpretation or clarification, an evaluation of any
changed conditions, and engineering analyses for any design changes or improvisations .
Geosyntec will also provide support to SWDD in the preparation of modifications, deletions, or
additions to the contract documents . Contractor change proposals will be evaluated for technical
merit, conformance with design intent, and reasonableness with respect to pricing. Geosyntec
will also assist SWDD in the review and approval process for submittals required by the contract
documents . Resident engineering support services are expected to include engineers,
administrative assistants, CADD operators, and word processors, as needed.
As part of the Resident Engineering task, Geosyntec will prepare a final CQA closure
certification report. The closure certification reports will include as-built record drawings for the
Project. The report will contain a narrative describing, in detail , the aspects of field activities
associated with the closure system construction, specifically with reference to the activities
identified in this proposal . The report will also include a summary of all conformance and
performance tests conducted, testing frequencies, and test results showing compliance with the
Technical Specifications and the CQA plan . The documentation of construction activities
(presented on daily summary reports, monitoring logs, test data sheets, nonconformance
identification and corrective measures reports, and design change records) will be included as
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appendices to the final report. The as-built record drawings will be prepared for the Project, in
CADD format, in order to illustrate the details of construction, any approved design changes, and
other relevant information.
The final CQA certification report and as-built record drawings will be signed and sealed by a
registered professional engineer in the State of Florida . Geosyntec will prepare the report within
30 days of completing the construction activities. Five copies of the final CQA certification
report will be submitted to FDEP for approval on behalf of SWDD . An electronic copy of as-
built drawings in AutoCAD 2000 format will also be submitted to SWDD .
Task 3 : GCCS Plan
Phase 1 : GCCS Design Plan
Geosyntec understands that as-built documentation, including as-built drawings and gas well
construction logs, has been compiled by the SWDD for the existing gas system . Geosyntec
understands that the as-built drawing will be available as a computer-aided drafting and design
drawing that is readily useable without extensive editing. Based on this information, Geosyntec
will develop a GCCS Design Plan reflective of the landfill ' s final build-out condition to an
elevation of 185 ft NGVD . This will include tying in the existing GCCS with the future landfill
gas collection system to the extent practicable. The GCCS will be designed so as to minimize
existing gas well abandonment, which may include extending existing vertical gas wells or
constructing remote wellheads that connect to existing gas wells .
Development of the GCCS Design Plan will be based on projected waste filling rates and waste
stream properties. Landfill gas generation over the life of the existing Class I landfill will be
estimated using the United States Environmental Protection Agency' s Landfill Gas Emissions
Model Version 3 . 02 (AP-42). Projections of gas generation are best made using site- specific
design parameters such as methane generation rate (k) and potential methane generation capacity
(Lo) . Geosyntec will meet with SWDD to identify site- specific design parameters. In the event
that site- specific information is not available, Geosyntec will use the default parameters defined
in AP -42. The GCCS design plan will include a title sheet, an existing conditions drawing, two
design site plan drawings, a well construction information sheet, three detail sheets , and a surface
emission monitoring route site plan. The drawings will include the calculated radius of influence
of each well , map header line location and size, lateral pipe network and size, and condensate
management system locations . It is assumed that the current number, capacity, and location of
flares are sufficient. It is anticipated that the final design conditions will consist solely of vertical
extraction wells .
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The GCCS components for the future waste fill areas will be designed such that it connects to the
existing GCCS components wherever possible. Low points in the header system will be located
near leachate sump locations, as much as possible, in order to gravity-drain condensate to the
leachate sumps for removal using the leachate collection system pumps and force mains.
Geosyntec will develop the GCCS Design Plan in order to meet the requirements of Subpart
WWW as specified in 40 CFR Part 60. 759 .
Geosyntec will prepare a report that will include, but not be limited to, the following
components :
• description of site characteristics ;
• engineering calculations related to the projected gas generation rates, gas well spacing,
header and later pipe sizing, condensate removal equipment, etc. ;
• discussion of monitoring and recordkeeping requirements ; and
• a surface emissions monitoring plan.
Geosyntec will submit four copies of the GCCS Design Plan to FDEP Air Resources
Management and Solid Waste Group and will address any request for any additional information
they may require. It should be noted that, based on recent NMOC calculations, the IRC Class I
landfill is not likely to be subjected to the NSPS compliance requirements that includes
submission of a GCCS Design Plan. However, it will be beneficial for SWDD to keep FDEP
informed of any changes to GCCS at the IRCL facility.
Phase 2. GCCS Phasing Plan
Once the GCCS Design Plan is complete, Geosyntec will develop phasing plans, each covering
an operating period of one year, for a total of five years. Geosyntec will meet with SWDD to
understand the planned sequence of filling and cell construction over the next five years . Using
available waste stream information, Geosyntec will project the waste surface at the end of each
year. This projected waste surface will be used to develop the phasing plan for each year.
Geosyntec recognizes that interim design conditions are different from the final design conditions
used to develop the GCCS Design Plan. Therefore, the phasing plans will include the
components of the final design that will need to be installed during the year represented by the
phase. Recognizing that differing conditions include gas generation rate, waste depth, allowable
vacuum, etc. will exist during the period covered by the phasing plan, Geosyntec will review the
draft phasing plans with SWDD to identify features such as temporary wells with remote
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part of the GCCS at final grades. These features will be added to the phasing plans. Each plan
will show locations of temporary and permanent gas extraction wells, lateral pipes, header pipes,
and related system appurtenances (e. g. valves, condensate traps, remote well heads, etc.) .
Geosyntec will prepare drawings including site plans and details that illustrate the GCCS
phasing plan. Geosyntec will develop one drawing illustrating details unique to the GCCS
phasing plan (e.g . , remote well heads). A table will be included con-esponding to each phase
identifying wells and pipes to be added or removed. It will also show the quantity and size of
pipes and wells to be added.
Geosyntec will prepare a letter report summarizing the detailed phasing plan. The letter report
will include:
• a summary of the incremental waste fill plan capacities and lifetime;
• a discussion of the temporary GCCS system design methods and considerations; and
• tables summarizing material quantities and gas extraction well installation and
abandonment schedules for each increment.
BUDGET ESTIMATE
A budget estimate for the scope of work outlined in Tasks 1 through 3 of this proposal is
summarized in the following table, and a detailed budget estimate is provided as Attachment 2.
The budget estimate does not include permit fees that will be required at the time the permit
application is submitted to FDEP.
Task I — General Consulting/Meeting Support/Project Management $34,915
Task 2 — Closure of C&D Debris on Segment 1 Landfill $ 126, 374
Task 3 — GCCS Design $449824
TOTAL $206, 113
Geosyntec will not exceed the cost estimate without prior approval and written authorization
from SWDD.
SCHEDULE
Geosyntec has prepared a schedule for preparing the Closure Permit Application, which is
included as Attachment 3 . The schedule, as presented, assumes a start date of 15 February 2007,
and projects a Permit Application submittal to FDEP on 30 June 2007 . Geosyntec has assumed
that the required permit will be obtained within three to six months of submission. Response to
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that the required permit will be obtained within three to six months of submission. Response to
FDEP comments will be performed during this three- to six-month period . Therefore, it is
anticipated that the closure permit for Segment 1 C&D debris will be issued by 31 December
2007 . Geosyntec will proceed with Task 2 : Construction Procurement Services after the Permit
Application is submitted to FDEP and will complete the Construction Procurement Package as
early as 30 September 2007 . Contractor selection and contract award can be completed as early
as 30 October 2007 .
Given a construction start date by October 2007, the closure of Segment 1 C& D debris should be
substantially complete by May 2008 . A certification of construction completion report submittal
and approval by FDEP should be completed by 30 June 2008 .
For the GCCS Design phase of this Project, GeoSyntec will proceed with work simultaneously
with the Closure Permit Application and anticipates submitting a GCCS Plan to FDEP in April
2007 .
Geosyntec will work with SWDD to refine the project schedule and set the milestones necessary
to meet the needs of the Project. Throughout the duration of the Project, Geosyntec will work
diligently to meet those milestones and the schedule developed for the Project.
CLOSURE
Geosyntec appreciates this opportunity to offer our services . If this proposal is acceptable, please
indicate your agreement by signing the attached work authorization, which references this
proposal . Please return one signed work authorization to Dr. Badu-Tweneboah ' s attention.
Please call the undersigned with questions you may have as you review this proposal .
Sincerely,
K44,asiawe ,
Associate
Attachments
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ATTACHMENT 2
FEE SCHEDULE
Table 1
BUDGET ESTIMATE
DESIGN & PERMITTING OF CLOSURE & GAS SYSTEMS
INDIAN RIVER COUNTY CLASS I LANDFILL
TASK 1 , PHASE 1 : Project Management and Meetings
ITEM BASIS RATE QUANTITY ESTIMATED
BUDGET
a. Principal hr $ 185 9 $ 1 ,665
b. Associate hr $ 160 96 $ 15 ,360
c. Senior Project Engineer hr $ 142 0 $0
d. Project Engineer hr $ 109 66 $79176
e. Engineer hr $ 89 0 $0
f Senior Staff Engineer hr $ 82 0 $0
g . Staff Engineer hr $68 0 $0
Subtotal Professional Services $24,201
a. CADD Designer hr $95 0 $0
b. Senior CADD Operator hr S91 12 $ 1 ,092
c . Drafter/CADD Operator hr $54 24 $ 1 ,296
d. Technical/Administrative Assistant hr $70 24 $ 1 ,685
e. Technical Word Processor hr $66 0 $0
f. Clerical hr $42 96 $4.055
Subtotal Technical/Administrative Servicesl $8,128
a. Lodging day $75 6 $450
b. Per Diem day $21 6 $ 126
c. Communications Fee 3 % labor 0 . 03 32,328 $970
d. CADD Computer System hr $ 15 36 $540
e. Vehicle Rental day $75.00 6 $450
f. 8 . 5 "x11 " Photocopies each $0 . 12 120 $ 14
g. CADD Drawings each $3 12 $36
Subtotal Reimbursables $25586
XL06230/JL70002/IRC Budget.xls Geosyntec Consultants
Table 2
BUDGET ESTIMATE
DESIGN & PERMITTING OF CLOSURE & GAS SYSTEMS
INDIAN RIVER COUNTY CLASS I LANDFILL
TASK 2, PHASE 1 : Engineering Design
ITEM BASIS RATE QUANTITY ESTIMATED
BUDGET
a. Principal hr $ 185 10 $ 1 ,850
b. Associate hr $ 160 54 $8 ,640
c. Senior Project Engineer hr $ 142 0 $0
d. Project Engineer hr 5109 96 $ 10 ,437
e. Engineer hr $ 89 0 $0
f. Senior Staff Engineer hr $ 82 0 $0
g. Staff Engineer hr $68 100 $63848
Subtotal Professional Services $27,775
# t y
a. CADD Designer hr $95 0 $0
b . Senior CADD Operator hr $91 60 $5 ,458
c. Drafter,'CADD Operator hr $54 60 $3 ,241
d. Technical/Administrative Assistant hr $70 6 $421
e. Technical Word Processor hr $66 48 $3 . 162
f. Clerical hr $42 24 $ 1 .014
Subtotal Technical/Administrative Services $ 13,295
a. Lodging day $75 0 $0
b. Per Diem day $21 0 $0
c. Communications Fee 3% labor 0.03 $41 ,070 S1 ,232
d. CADD Computer System hr S15 120 $ 17800
e. Vehicle Rental day $75 .00 0 $0
f. 8 . 5 "x11 " Photocopies each 1 $0. 12 4,250 $510
g. CADD Drawings each $3 1 50 $ 150
Subtotal Reimbursables $39692
XL06230/JL70002/IRC Budget.xls Geosyntec Consultants
Table 3
BUDGET ESTIMATE
DESIGN & PERMITTING OF CLOSURE & GAS SYSTEMS
INDIAN RIVER COUNTY CLASS I LANDFILL
TASK 2 PHASE 2 : Permit Application
ITEM BASIS RATE QUANTITY ESTI11iATED
BUDGET
a. Principal hr $ 185 1 $ 185
b. Associate hr $ 160 12 $ 15920
c. Senior Project Engineer hr $ 142 0 $0
d_ Project Engineer hr $ 109 20 $25174
e. Engineer hr $ 89 0 $0
f. Senior Staff Engineer hr $82 0 $0
g. Staff Engineer hr $68 16 $ 1 .096
Subtotal Professional Services $5,375
a. Site Manager/Construction Manager hr $81 0 $0
b . Senior Engineering Technician hr $60 0 $0
c . Engineering Technician hr $47 0 $0
d. Senior CADD Operator hr $91 0 $0
e. Drafter/CADD Operator hr 1 $ 54 10 $ 540
f. Technical/Administrative Assistant hr $70 6 $421
g. Technical Word Processor hr $66 8 $ 527
h. Clerical hr $42 10 $422
Subtotal Technical/Administrative Services $ 1,911
a. Lodging day $75 0 $o
b . Per Diem day $21 0 $0
c . Communications Fee 3 % labor 0.03 $7,286 $219
d. CADD Computer System hr $ 15 10 $ 150
e. Vehicle Rental week $400.00 0 $0
f. 8 . 5 "xll " Photocopies each $0 . 12 100 $ 12
g. CADD Photocopies each $3 15 $45
Subtotal Reimbursables $426
XL06230/JL70002/IRC Budget.xls Geosyntec Consultants
Table 4
BUDGET ESTIMATE
DESIGN & PERMITTING OF CLOSURE & GAS SYSTEMS
INDIAN RIVER COUNTY CLASS I LANDFILL
TASK 2, PHASE 3 : Response to Regulatory Comments
ITEM BASIS RATE QUANTITY ESTIMATED
BUDGET
a. Principal hr $ 185 1 $ 185
b . Associate for $ 160 8 $ 15280
c . Senior Project Engineer for $ 142 0 $0
d. Project Engineer hr $ 109 16 $ 1 ,740
e. Engineer hr $89 0 $0
f Senior Staff Engineer hr $ 82 0 $0
g. Staff Engineer hr $68 12 $822
Subtotal Professional Services $4,026
MINI-
- a. Site Manager/Construction Manager hr $81 0 $0
b. Senior Engineering Technician hr $ 60 0 $0
c. Engineering Technician hr $47 0 $0
d. Senior CADD Operator hr $91 0 $0
e. Drafter/CADD Operator hr $54 6 $324
f. Technical/Administrative Assistant hr $70 2 $ 140
g . Technical Word Processor for S66 4 $263
h. Clerical hr $42 6 $253
Subtotal Technical/Administrative Services $981
NOM WRIWWI�MX7
a. Lodging day $75 0 So
b. Per Diem day $21 0 $0
c. Communications Fee 3 % labor 0 . 03 $ 5 ,008 $ 150
d. CADD Computer System hr $ 15 6 $90
e. Vehicle Rental week $400 .00 1 $400
f 8 . 5 "x11 " Photocopies each 50 . 12 100 S12
g . CADD Photocopies each $3 15 S45
Subtotal Reimbursablesl $697
XL06230/JL70002/IRC Budget.xls Geosyntec Consultants
Table 5
BUDGET ESTIMATE
DESIGN & PERMITTING OF CLOSURE & GAS SYSTEMS
INDIAN RIVER COUNTY CLASS I LANDFILL
TASK 2, PHASE 4: Construction Procurement Services
ITEM BASIS RATE QUANTITY ESTIMATED
BUDGET
a. Principal hr $ 185 2 $370
b. Associate In $ 160 8 S1 ,280
c. Senior Project Engineer hr $ 142 0 $0
d. Project Engineer hr $ 109 40 $4,349
e. Engineer hr S89 0 $0
f. Senior Staff Engineer hr $ 82 0 1 $0
g. Staff Engineer hr $68 20 $ 1 ,370
Subtotal Professional Services $7,368
a. CADD Designer hr $95 0 SO
b . Senior CADD Operator hr $91 50 $4,548
c. Drafter/CADD Operator hr $54 0 $0
d. Technical/Administrative Assistant hr $70 8 $562
e. Technical Word Processor hr $66 10 $659
E Clerical hr $42 8 $338
Subtotal Technical/Administrative Services $69106
,�
a. Lodging day $75 0 $0
b. Per Diem day $30 0 $0
c. Communications Fee 3 % labor 0 .03 $ 13,475 $404
d. CADD Computer System hr S15 50 $750
e. Vehicle Rental day $75 .00 6 $450
f. 8 . 5 "x11 " Photocopies each $0 . 12 21400 $288
g. CADD Drawings each 1 $3 32 $96
Subtotal Reimbursables $1,988
XL06230/JL70002/IRC Budget.xls Geosyntec Consultants
IM
Table 6
BUDGET ESTIMATE
DESIGN & PERMITTING OF CLOSURE & GAS SYSTEMS
INDIAN RIVER COUNTY CLASS I LANDFILL
TASK 2, PHASE 5 : Construction-Phase Services
ITEM BASIS RATE QUANTITY ESTIMATED
BUDGET
a. Principal hr $ 185 0 $0
b. Associate hr $ 160 46 $7,360
c. Senior Project Engineer hr $ 142 0 $0
d. Project Engineer hr $ 109 116 $ 12.612
e. Engineer hr $89 0 $0
f. Senior Staff Engineer hr $82 50 $45079
g. Staff Engineer hr 1 $68 1 0 1 $0
Subtotal Professional Services $24,050
a. Site Manager/Construction Manager hr $81 50 $4,060
b. Senior Engineering Technician hr $60 360 $215748
c. Engineering Technician hr $47 0 $0
d. Senior CADD Operator hr S91 40 $3 ,638
e. Drafter/CADD Operator hr $54 30 $ 19620
f Technical/Administrative Assistant hr $70 0 $0
g. Technical Word Processor hr $66 24 SL581
h . Clerical hr $42 56 $2,365
Subtotal Technical/Administrative Services $9,205
a P
a. Lodging day $75 52 $3 ,900
b. Per Diem day $21 52 $ 1 ,092
c. Communications Fee 3% labor 0.03 $33,255 $998
d. CADD Computer System hr SI5 70 $ 15050
e. Geotechnical Lab Testing est $5,000 1 $5 ,000
f. Geosynthetics Lab Testing est $7, 500 0 $0
g. Vehicle Rental week $400.00 10 S4,000
h . Computer, Data Collectors, Camera week $25 .00 6 $ 150
i . Nuclear Density Gauge week $ 125 .00 6 $750
j . Consumables week 575 .00 6 $450
k . 8 . 5"x11 " Photocopies each $0. 12 2,400 $288
1 . CADD Photocopies each $3 600 $ 100
Subtotal Reimbursables 519478
XL06230/JL70002/IRC Budget.xls Geosyntec Consultants
Table 7
BUDGET ESTIbIATE
DESIGN & PERMITTING OF CLOSURE & GAS SYSTEMS
INDIAN RIVER COUNTY CLASS 1 LANDFILL
TASK 3 PHASE 1 : GCCS Design Plan
ITEM BASIS RATE QUANTITY ESTIMATED
BUDGET
a. Principal hr $ 185 4 S740
b. Associate hr $ 160 12 $ 1 ,920
c. Senior Project Engineer hr $ 142 0 $ 0
d. Project Engineer hr $ 109 40 54,349
e. Engineer hr S89 30 525684
f. Senior Staff Engineer hr $82 40 $39263
g. Staff Engineer hr $68 0 $0
Subtotal Professional Services $ 12,956
a. Site Manager/Construction Manager hr $ 81 0 4 $0
b . Senior Engineering Technician hr $60 0 SO
c. Engineering Technician hr $47 0 $0
d. Senior CADD Operator hr $91 100 $9,096
e. Drafter/CADD Operator hr $54 0 $0
f. Technical/Administrative Assistant hr $70 4 $281
g. Technical Word Processor hr $66 6 $395
h. Clerical hr $42 6 $253
Subtotal Technicat/Administrative Services $10,026
a. Lodging day $75 0 $0
b. Per Diem day $21 0 $0
c. Communications Fee 3% labor 0.03 $22,981 $689
d. CADD Computer System hr $ 15 100 $ 1 ,500
e. Vehicle Rental week $400 .00 0 $0
E 8.5'x11 " Photocopies each $0. 12 900 $ 108
g. CADD Photocopies each 1 $ 3 100 $300
Subtotal Reimbursables $2,597
XL06230/JL70002/IRC Budget.xls Geosyntec Consultants
Table 8
BUDGET ESTIMATE
DESIGN & PERMITTING OF CLOSURE & GAS SYSTEMS
INDIAN RIVER COUNTY CLASS I LANDFILL
TASK 3, PHASE 2 : GCCS Phasing Plan
ITEM BASIS RATE QUANTITY ESTIMATED
BUDGET
a. Principal hr $ 185 2 $370
b. Associate hr $ 160 8 $ 1 ,280
c. Senior Project Engineer hr $ 142 0 $0
d. Project Engineer hr $ 109 20 S21174
e. Engineer hr $ 89 0 $0
f. Senior Staff Engineer hr $82 40 $3 ,263
g. Staff Engineer hr $68 0 SO
Subtotal Professional Services $7,087
a. Site Manager/Construction Manager hr $ 81 0 $0
b. Senior Engineering Technician hr $60 0 $0
c. Engineering Technician hr $47 0 $0
d. Senior CADD Operator hr S91 100 $9 ,096
e. Drafter/CADD Operator hr $54 0 $0
f. Technical/Administrative Assistant hr $70 0 $0
g . Technical Word Processor hr $66 6 $395
h. Clerical hr $42 6 $253
Subtotal Technical/Administrative Services $9,745
y z,
a. Lodging day $ 75 0 $0
b. Per Diem day $21 0 $ 0
c. Communications Fee 3% labor 0.03 $ 16, 832 $ 505
d. CADD Computer System hr S15 100 $ 1 ,500
e. Vehicle Rental week $400 . 00 0 $0
f. 8 .5'x11 " Photocopies each $0. 12 900 5108
g. CADD Photocopies each $3 100 $300
Subtotal Reimbursables $2,413
XL06230/JL70002/IRC Budget.xls Geosyntec Consultants
ATTACHMENT 3
PROJECT SCHEDULE
ID a Task Name Duration Jan '07 Mar '07 Ma ,'07_ Ju107 Sep'07 Nov '07 ] Jan '08- _ _ Mar '08 Ma 'O8 _
1 74 Task 1 : Project Management and Meetings 338 days? `- _=' �` -: _ _ - z
2 7mq Task 2, Phase 1 : Engineering Design 97 days? t
3 Q Task 2, Phase 2 : Permit Application 97 days?
4 - Q Task 2, Phase 3: Response to Regulatory Comments . . ... .130 days?
5 Task 2, Phase 4: Construction Procurement Services 87 days? 0
6 Task 3, Phase 1 : GCCS Design Plan 32 days?
14 Task 3, Phase 2: GCCS Phasing Plan 32 days?
Task 0 Milestone . External Tasks
Project: GCCS Project Schedule SplitFT21 , 1 Summary External Milestone
Date: Wed 1 /17/07
Progress Project Summary ^ Deadline „ -
Page 1