R08-123
II I
1 RESOLUTION NO. R08- 1,3.3
2
3 A RESOLUTION OF THE CITY OF BOYNTON
4 BEACH, FLORIDA, AUTHORIZING THE CITY
5 MANAGER TO EXECUTE TASK ORDER NO. U07-15-
6 04 WITH METCALF AND EDDY, FOR ROUTE
7 EV ALUATION OF SECTION A OF THE WELLFIELD
8 INTERCONNECTION LINE IN THE AMOUNT OF
9 $515,406.00 PLUS A 10% OWNERS CONTINGENCY IN
10 THE AMOUNT OF $51,541.00 FOR A TOTAL BUDGET
11 APPROPRIATION OF $566,947.00; AND PROVIDING
12 AN EFFECTIVE DATE.
13
14
15 WHEREAS, the Water Supply Strategy adopted by the City in 2007 includes the
16 construction of an approximately 6-mile long transmission main connecting the East and
17 West well fields for the purpose of moving water fro the western wellfield to the East Water
18 Treatment Plant; and
19 WHEREAS, this proposed Task Order will enable the prime consultant, Metcalf and
20 Eddy to evaluate potential routes for Section A of the wellfield interconnection main,
21 beginning at the West Water Treatment Plant site and progressing to the intersection of
22 Military Trail and Golf Road; and
23 WHEREAS, the City Commission of the City of Boynton Beach upon
24 recommendation of staff, deems it to be in the best interest of the citizens of the City of
25 Boynton Beach to authorize execution of Task Order U07-15-04 with Metcalf and Eddy, for
26 route evaluation of Section A of the wellfield interconnection line in the amount of
27 $515,406.00 plus a 10% owners contingency in the amount of $51,541.00 for a total budget
28 appropriation of$566,947.00.
29 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
30 THE CITY OF BOYNTON BEACH, FLORIDA, THAT:
S:\CAIRESOlAgreemenls\Task - Change Orders\Metca~ and Eddy U07-15-04 (Section A) doc
1
, I t-- '.
1 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as
2 being true and correct and are hereby made a specific part of this Resolution upon adoption
31 hereof.
4 Section 2. The City Commission of the City of Boynton Beach, Florida does
5 hereby approve, authorize and direct the execution by the City Manager of Task Order U07-
6 15-04 with Metcalf and Eddy, for route evaluation of Section A of the wellfield
7 interconnection line in the amount of $515,406.00 plus a 10% owners contingency in the
8 amount of $51,541.00 for a total budget appropriation of $566,947.00, a copy of which is
9 attached hereto as Exhibit "A".
10 Section 3. This Resolution shall become effective immediately upon passage.
11 PASSED AND ADOPTED this ~ day of October, 2008.
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28 ATTEST:
29 'tY}. ~
30
31 Jan M. Prainito, CMC
32 A:::~;
33
34
,. :If'~~J,,:;j:i'
;':1.';r:':.,
S\CA\RESO\A9~:a&/( 'd.t;hf'ge Orders\Metca~ and Eddy U07 -15-04 (Section A) doc
;; :':'~', {<~>}.i
".iy 2
:11..
~':'~~
610Y--/z~3
METCALF&EDDY \f i i\1
TASK ORDER # U07-15-04
September 3, 2008
FEE PROPOSAL AND SCOPE OF SERVICES
CITY OF BOYNTON BEACH
RAW WATER MAIN INTERCONNECT SECTION A AND
PRELIMINARY DESIGN SERVICES AT THE WEST WATER TREATMENT
PLANT
A. Backaround
The City of Boynton Beach (City) has excess capacity to treat raw water at its
East Water Treatment Plant (EWTP); however the raw water must be pre-treated
and then conveyed to the East Water Treatment plan from the well fields near
the West Water Treatment Plant (WWTP). Therefore, the City desires to
interconnect the two water treatment plants to convey average day flows to the
EWTP of 16 mgd and future flows of 20 mgd and to provide for pre-treatment.
The City plans to design and construct this raw water main in four phases:
1. Section A - From the WWTP to Military Trail and Woolbright Road (or Golf
Road, if needed).
2. Section B - From Military Trail east to Congress Ave (either down
Woolbright Road or down Golf Road)
3. Section C - From Congress Ave to 1-95 (either down Woolbright Road or
down Golf Road)
4. Existing Facilities - Under 1-95 to the EWTP down Woolbright Road
1
METCALF&EDDY \11 (1\1
It is anticipated that a 24" or 30" ductile iron or high density polyethylene water
main will be needed for sections A, Band C. The first part of this proposal is for
Section A which will be investigated in the following two phases:
1. Route analysis and recommendation
2. Design, plans, permitting, assistance during construction, and certification
This proposal is for the first phase, the route analysis and recommendation, for
Section A, from the West Water Treatment Plant, south to either Woolbright
Road or Golf Road (either along South Military Trail or alternately along local
roads or easements) as shown on the sketch above in the dashed green line
labeled Section A.
In addition as presented in the second part of this proposal, Metcalf & Eddy
(M&E) and our sister company Boyle Engineering (BOYLE) will be performing
preliminary design for a pre-filtration, anion exchange, and booster pump station
for the surficial wellfield raw water prior to conveyance in the transmission main.
Therefore, the City of Boynton Beach has requested that M&E and Boyle
(together referred to as Consultant herein) prepare this fee proposal to prepare a
Route Analysis for the raw water interconnect Section A and a Preliminary
Design for the Biscayne Wellfield raw water at the west WTP with Boyle
Engineering.
B. Scope of Services
1.0 Project Management
1.1 ManaQement
Project Management activities comprise contract administration,
coordination of project staff, monitoring of progress and project costs, and
maintaining a project Quality Management System during the project.
These activities occur from project inception to closeout for overall project
tasks. M&E will be the primary manager for all tasks.
1.2 Quality Assurance! Quality Control
As part of Consultant's compliance with ISO 9001 certifications and
QA/QC engineering practices, we will be conducting internal value
engineering and QA/QC meetings at the 10%, 30%, and 90% completion
milestones for the project to enhance value to the City.
Results will be incorporated into the deliverables.
2
. --,~_._. ...-
METCALF & EDDY \ (( )\.'
2.0 Engineering Services: Section A - Route Analysis
2.1 Section A - Route Analysis
Consultant will investigate the existing conditions and recommend either
Alternative #1, south along Military Trail, or Alternative #2 local roads or
easements between the West Water Treatment Plant and the point of connection
at either Woolbright Road or Golf Road. The analysis consists of the following
items:
2.1.1 Obtain documents of record, where available, related to the existing
conditions including utility company record drawings, roadway plans,
proposed improvements, and right-of-way maps. Review available utility
plans, atlases, and maps of the area for location of existing utilities.
Coordinate the proposed facilities with existing utility alignments to avoid
conflicting routings to the extent possible. Where available make record of
topography and pipe depth locations which may affect pipe route.
2.1.2 Consultant will prepare a specific purpose base map and shall consist of
the following:
. Specific purpose survey will be within the rights of way and will not
extend outside said rights of way
. Locations of visible above ground improvements and surface evidence
of underground utilities will be located
. Base map will contain approximate rights of way lines and adjacent
ownership parcels and notations.
2.1.3 Perform site investigation activities including data collection of the project
area to verify water line, sanitary sewer, and other utility locations and
alignments are consistent with those shown on utility record drawings.
Document in narrative form surface details such as fences, sidewalks,
walls, curbs, vegetation, sign poles, etc. to the extent that they are visible
and may be materially affected by the construction of the proposed
improvements.
2.1.4 Coordinate with the stakeholders regarding the project to include the
following:
. City staff
. County roadway department regarding the installation of this water main
within their right of way, any future plans for these rights of way, the
permit process, maintenance of traffic
. Utility departments regarding relocation of their existing facilities, if
needed. Coordination with the up to 8 utilities (such as FPL, Bell South,
Gas, Cable TV, Palm Beach County Traffic) is anticipated.
3
METCALF&EDDY '\E(O~1
. The consultants for Section B regarding the connection to that Section
at Military Trail.
2.1.5 Review the data and recommend which of the two alternative alignments
is preferable. It is anticipated that a decision matrix will be used to
conclude which alternative will be preferable. The items to be included in
the decision matrix will be determined and weighted during the project and
with City staff approval but will likely include items such as: Utility
Impacts, Maintenance of Traffic/Public Safety, Constructability/Roadway
Impacts, Permitablity, Right of Way Impacts, Community Impacts,
Environmental Impacts, and Construction Costs
2.1.6 Permitting Information: In the Technical Memorandum Consultant will
present a table identifying the permits, agencies, contacts, anticipated
schedule for obtaining the permit, and associated permit fees for each
agency. Permitting activities with the following agencies are anticipated:
. Palm Beach County Department of Health (PBCDOH) permit for
constructing a water main
. FDOT for crossing Boynton Beach Boulevard (SR 804)
. Lake Worth Drainage District for canal route alternative
2.1.7 Prepare a technical memorandum of the findings and recommendations
to consist of the following:
. Summary of the findings along each of the two alternative corridors to
include a listing of the potential conflicts and photographs
. Copies of the record drawings, roadway plans, etc. that are obtained
. A sketch of the key features (on County aerial photographs at 1"=200'
scale on 11 x17 paper) to graphically depict the features found along
each of the two corridors with a general alignment indicated
. Recommendations for the preferred route
. Deliverables: Consultant will provide the City three sets of the draft and
final technical Memorandum in hard and electronic copy.
2.1.8 Meetings: Two review meetings with the City staff to present our findings,
review our approach to the analysis, decision matrix items and weights,
and recommendations for the route analysis.
3.0 Preliminary Design at the West WTP
Survevinq:
Consultant will use the existing survey information and electronic site plan of the
Western Water Treatment Plant (WTP) provided by the City of Boynton Beach
(City) to develop a new base map of the site with the new treatment elements.
4
~______.. _n.._._~____._____==",,,",'c=-.;;--==~=_== ____~,="''''=~.'''_'__ "c.:c=;====""-.c='~..:..c,===-,,;;__,,-,--=~,='=.=..-.='-----~---_._'-----'-----------------j
METCALF&EDDY /\ECOM
3.1 Western Wells - Sand Issues
3.1.1 It is Consultant's understanding that fine sand intermittently comes from
various production wells that are part of the City's western wellfield. The
sand production from the wells would be best solved in situ because it
would eliminate pre-filtration requirements. The Consultant will review the
well construction details, lithology and geophysical logs and operation
schemes for each of the western well field production wells. This will be
conducted to identify if the production zone of any well transects a sandy
interval(s) or is sand production a consequence of well construction issues
or operational schemes.
3.1.2 After a thorough review of the information provided, the Consultant will
prepare a technical memorandum summarizing our findings and
recommendations.
3.1.3 One meeting with City staff to review the technical memorandum and staff
comments.
3.1.4 Prepare final draft of the technical memorandum incorporating the staff
comments.
3.2 Process Study - Split Treatment -Work effort on this task will not
commence until specifically authorized by the City's project
representative.
3.2.1 Preview water quality data at West Wells and at Lime Softening WTP and
estimate potential for enhanced softening for greater color and organic
removal.
3.2.2 Determine the potential for split treatment and blending for ultimate
capacity sizing of the anion exchange system. Consultant will use TOC,
color and Disinfection Byproduct (DBP) formation potential as criteria.
This scope item will include some DBP formation potential testing for
various blends.
In this task the intent will be to determine how much west well field water
needs to be treated by IX process to lower color and TOC. Any by-pass
of the IX process means a smaller foot print of the new process but also
means more work for the lime softening plant to do. However, the lime
softening (LS) process will naturally remove some color, plus there will be
a normal, best and worst case blending with the east well field water.
Each of these scenarios will result in different colors in the final product
water.
5
-q .. ..- ._...._.d
METCALF & EDDY /\['(OM
Additionally, there is potential for the LS process to be modified to
enhanced softening which will increase the LS plant to remove greater
amounts of color and some TOC. Enhanced LS does not require capital
costs, unless recarbonation is not part of normal existing process. From
experience and jar testing, Boyle will be able to determine the potential for
enhanced LS to remove color. These results can be matched with the
likely blend scenarios of east and west well filed water plus the IX by-pass
ratios to determine realistic process goals for estimating costs.
While the IX size and footprint will determine capital costs and
regeneration of resin for operating costs, so will the enhanced softening
determine increases in operating costs for lime, C02 and sludge handling.
(Enhanced softening means raising the pH of softening to 11 and
recarbonation with C02 down to normal filtration pH range which is about
9. Further extra lime dosage means more sludge.) Theses costs can
then be compared on a desktop basis to determine a best course to
optimized the existing system complemented with new equipment for the
best process design at the lowest costs. Since there will be a mix of
capital and operating costs, the cost comparisons will need to be
developed on a present worth basis.
3.2.3 Evaluate the chloramine disinfection strategy in the East Lime Softening
plant. The ammonia and chlorine additions will need to be reversed in
order and this will be desk top studied for Contact Time (CT) compliance
as well as compared to the DBP formation potential testing for projected
DBPs with chlorine added first to softened-settled water. Tracer testing will
not be done until required by DEP, if necessary.
In this subtask, we will evaluate disinfection credits where the DEP rules
following disinfection guidelines by CT credits allow for disinfection time
only in covered tanks and with chloramines, where the chlorine has to be
added first and ammonia second. In South FL, DEP has told some
utilities that they cannot take credit for times by chloramines when
ammonia is added first (done to avoid any formation of THMs).
With the advent of significant color and TOC removal by the addition of
the west well field water, there is potential for more chlorine tolerant water,
that is, we may be able to achieve disinfection credits with free chlorine
before combining with ammonia to form chloramines. This might present
new possibilities if the existing plant does not have covered filters, for
example where disinfection credits are normally sought. This work will
need to be coordinated with others adding additional finished water
storage.
3.2.4 Prepare a technical memorandum summarizing the results of the split
treatment and chloramine disinfection strategy.
6
---- --_._-~
~ -~". . ~ ... ~ ._._-_...._~---------------~----------
METCALF & EDDY ~E(OM
3.2.5 One meeting with City staff to review the technical memorandum and staff
comments.
3.2.6 Prepare final draft of the technical memorandum incorporating the staff
comments.
3.3 Pre-filtration Pilot Study - Sand Issues
3.3.1 Conduct a preliminary study to determine the best pre-filtration system to
remove the fine sand particles that burp from the raw water western well
field. Consultant will take two samples of the fine sand at the membrane
softening 5 micron filter cartridges units and analyze the sand particle
distribution as part of the study.
3.3.2 Consultant will select two or three pre-filtration systems for testing and
performance. Consultant will coordinate with the Vendors. As part of the
selection of pre-filtration systems the Consultant will visit existing
treatment units operating in Florida with the City staff.
3.3.3 Pilot study the selected pre-filtration systems for a period of 6 weeks.
Each selected pre-filtration systems will be tested during the same 6 week
period. Develop a test protocol, compile and analyze the data. Permitting
will be conducted through the FDEP.
3.3.4 Prepare a technical memorandum summarizing the results of the filter
pilot study and establish the Basis of Design and recommendation for the
filtration system.
3.3.5 One meeting with City staff to review the technical memorandum and staff
comments.
3.3.6 Prepare final draft of the technical memorandum incorporating the staff
comments.
3.4 Pre-filtration Preliminary DesiQn - Sand Issues
3.4.1 Determine the size of the selected filters from the results of the Pilot Test
required for 16 MGD flow expandable to 20 MGD.
3.4.2 Review backwash requirements and determine if additional pumps are
required and additional water storage (clear well) is required. Look at
using pumps at the booster pump station to transfer the water to the East
WTP as Backwash pumps.
3.4.3 Prepare a technical memorandum summarizing the Pre filtration
preliminary design.
7
- -..-
METCALF&EDDY i\ECOM
3.4.4 One meeting with City staff to review the technical memorandum and staff
comments.
3.4.5 Prepare final draft of the technical memorandum incorporating the staff
comments.
3.5 Anionic Resin - Pilot Study
3.5.1 Conduct preliminary study regarding Anion Resin selection for organic
removal and the effects of hard water on the resin. Review regeneration
procedures and determine if soft water will resolve the hardness fouling
issue typical to anion resins. Select two or three anion resins for testing
and performance. We understand that low hardness water is best to use
for salt solution and will plan to use membrane treated water from West
WTP.
3.5.2 Consultant will work with resin suppliers to coordinate pilot testing.
Consultant will coordinate with the Vendors. As part of the selection of
resin suppliers the Consultant will visit existing treatment units operating in
Florida with the City staff.
3.5.3 Pilot study the selected anion resins for a period of 4 weeks. Each
selected anion resin will be tested during the same 4 week period.
Develop a test protocol, compile and analyze the data. Permitting will be
conducted through the FDEP.
3.5.4 Prepare a technical memorandum summarizing the results of the anion
resin pilot study and establish the Basis of Design and recommendation
for the anionic resin.
3.5.5 One meeting with City staff to review the technical memorandum and staff
comments.
3.5.6 Prepare final draft of the technical memorandum incorporating the staff
comments.
3.6 Anionic Resin - Preliminary Desion
3.6.1 Determine the size of the Anion Exchange system from the results of the
Pilot Test required for 16 MGD expandable to 20 MGD.
3.6.2 Determine the size of salt regeneration system required for the Anion
Exchange system.
3.6.3 Determine size of Booster pump station and size of water storage (clear
well) required.
8
----~-------~~ --_._~-_..._-->.-
~__________________.________ _ ~ ___.~.~_....w~ _ _. .~
METCALF&EDDY ,\E(OM
3.6.4 Prepare a technical memorandum summarizing the results of the anion
resin preliminary design.
3.6.5 One meeting with City staff to review the technical memorandum and staff
comments.
3.6.6 Prepare final draft of the technical memorandum incorporating the staff
comments.
3.7 Reqenerate Waste Disposal
3.7.1 Review FDEP issued operation permit related to disposal requirements
such as flow rate, quantity and quality of the waste stream for the deep
well injection system.
3.7.2 Summarize in a technical memorandum outstanding permitting and piping
issues related to regenerate waste disposal via the current deep injection
well system.
3.7.3 One meeting with City staff to review the technical memorandum and staff
comments.
3.7.4 Prepare final draft of the technical memorandum incorporating the staff
comments.
3.8 Process Preliminary Desjqn
3.8.1 Prepare preliminary filtration system plan layout.
3.8.2 Prepare preliminary Anion Exchange system plan layout.
3.8.3 Prepare preliminary Booster Pump Station plan layout.
3.8.4 Prepare preliminary site plan. Show the location of the filtration system,
Anion Exchange system and the booster pump system.
3.8.5 One meeting with City staff to review the preliminary plans and staff
comments.
3.8.6 Prepare final draft of the preliminary plans incorporating the staff
comments.
3.9 Preliminary Civil Desjqn
9
METCALF & EDDY AECOM
3.9.1 Review piping site plan and up grade for the filters, Anion Exchange
system, Brine regeneration system, waste disposal and booster pump
station.
3.9.2 Prepare a preliminary site piping plan layout.
3.9.3 Review and update the storm water drainage requirements for the
Western WTP site with the new elements added to the site. Provide
drainage calculations.
3.9.4 Prepare a preliminary site storm water drainage plan layout.
3.9.5 One meeting with City staff to review the preliminary plans and staff
comments.
3.9.6 Prepare final draft of the preliminary plans incorporating the staff
comments.
3.10 Electrical and I&C
3.10.1 Review electrical requirements and determine if any upgrades will be
req u ired.
3.10.2 Review control system required for the new processes and how it will be
integrated into the existing system.
3.10.3 Prepare a preliminary electrical and control system plan.
3.10.4 Prepare a technical memorandum summarizing the results of the
electrical and control requirements
3.10.5 One meeting with City staff to review the preliminary plans and staff
comments.
3.10.6 Prepare final draft of the preliminary plans incorporating the staff
comments.
3.11 Opinion of Cost
3.11.1 Prepare an Engineer's preliminary opinion of probable construction cost.
3.11 .2 One meeting with City staff to review costs.
3.12: Report and Meetinqs:
3.12.1 Project Kick off meeting
10
-------~~-_._-
~_~_~___________________________________~____~_________"______________._~u_._.,...,
METCALF & EDDY '\E( 0'v1
3.12.2 Prepare a summary report showing the findings of the preliminary design.
3.12.3 One meeting with City staff to review summary report and staff comments.
3.12.4 Prepare final draft of the summary report incorporating the staff
comments.
3.12.5 Two work shop meetings with Staff during the project
3.12.6 Twelve Monthly status meetings with Staff.
M&E's project manager will attend up to six meetings at various times as part of
the overall project management role.
Task 3.13: Permit Application:
3.13.1 Attend one pre-application meeting with FDEP/Health Dept.
3.13.2 Prepare Florida Department of Environmental Protection (FDEP) Water
Treatment Plant permit application.
3.13.3 Attend one pre-application meeting with South Florida Water
Management District (SFWMD).
3.13.4 Prepare SFWMD Drainage permit application.
3.13.5 One meeting with City staff to review application.
Deliverables: Preliminary Desian
Task 3.1 Western Wells - Sand Issues technical memorandum summarizing our
findings and recommendations.
Task 3.2 Process Study - Split Treatment technical memorandum summarizing
the results of the split treatment and chloramine disinfection strategy.
Task 3.3 Pre-filtration Pilot Study - Sand Issues technical memorandum
summarizing the results of the filter pilot study and establish the Basis of
Design for the filtration system.
Task 3.4 Pre-Filtration Preliminarv Desian technical memorandum summarizing
the Pre filtration preliminary design.
Task 3.5 Anionic Resin - Pilot Study technical memorandum summarizing the
results of the anion resin pilot study and establish the Basis of Design for
the anionic resin.
] 1
-------~-------------~------ ._-----_._---~_._--,-~._---_... ~-~=_=--""=_.'"'=='c"'=,~-""=__ I
,--,-------.,--------------------~--~-----------------~----~-,--_..__..".... . . -.... ...._~-_. ,~------------------~~-----------------------~-~~.---_._-----._...._. .....,.... ... -
METCALF & EDDY ! <\E(O~1
Task 3.6 Anion Resin Preliminarv Desian technical memorandum summarizing
the results of the anion resin preliminary design.
Task 3.7 Reaenerate Waste Disposal technical memorandum outstanding
permitting and piping issues
Task 3.8 Process Preliminarv Desian
3.8.1 preliminary filtration system plan layout.
3.8.2 preliminary Anion Exchange system plan layout
3.8.3 preliminary Booster Pump Station plan layout
3.8.4 preliminary site plan.
Task 3.9 Preliminarv Civil Desian preliminary site storm water drainage plan
layout and drainage calculations.
Task 3.10 Electrical and I&C preliminary electrical and control system plan.
Task 3.11 Opinion of Cost Engineer's preliminary opinion of probable
construction cost.
Task 3.12 Report summary report showing the findings of the preliminary design
Task 3.13 Permit Application
3.13.2 FDEP Water Treatment Plant permit application.
3.13.4 SFWMD Drainage permit application
Project Team
The project team will consist of Metcalf & Eddy as the lead consultant with our
sister company Boyle Engineering performing preliminary design task items for
the pre-filtrations and anion exchange units at the water plant site. This team will
be led by Mr. Brian Stitt who will act as principal-in-charge. M&E's project
manager will be Mr. Jim Penkosky, P.E. with Boyle's Mr. Bill Snow, P.E. also on
the management team. The use of subcontractors is not anticipated at this time.
C. Assumptions
Route Analysis:
1. This analysis will investigate only the corridors from the West Water
Treatment Plant to either Woolbright Road or Golf Road.
2. This recommendation will address the general corridor to be designed;
however, the exact placement of the proposed pipe within this corridor will
need to be designed and determined in the final design phase of the project.
12
METCALF & EDDY i ~\ECOM
3. This recommendation will address the general corridor to be designed;
however, the exact placement of the proposed pipe within this corridor will
need to be designed and determined in the final design phase of the project.
4. The City will provide copies of any records in their possession regarding
existing facilities in the vicinity (atlases, plans, record drawings, easements,
etc.).
5. The following items are not included in this proposal: subsurface utility
locations (via soft dig techniques), topographic survey, geotechnical
investigation, title search, cost estimating for the Route Analysis. These
would be provided in the next phase.
6. This phase is to recommend an alignment only, no final design, plans,
permitting, specifications, etc. are included in this Phase.
7. Survey and acquisition of any easements are not anticipated and are not
included in this Phase.
8. Attendance at public meetings or hearings associated with public involvement
or with permits applied for in support of the project is not included in this
Phase.
9. The design is to be based on the local codes and standards in effect at the
beginning of the project. Revisions required for compliance with any
subsequent changes to those regulations is considered an Additional
Services item.
10. Compensation for engineering work in this proposal will be based on a lump
sum method of payment.
Preliminary Design at the West WTP:
1. The City will provide the following information:
a. Projected water demand data from current Master Plans and/or
Consumptive Use Permit files or other historical data.
b. Monthly operating reports for 12 months from the eastern and Western
WTPs.
c. Available water quality data.
2. Pilot Testing
a. The City will pay any rental fees for the pilot study equipment.
b. City operations staff will provide the day-to-day operation of the pilot
plants.
c. The City will pay all laboratory sampling and analysis fees.
d. Pilot Plant discharge will be conveyed to the existing chemical neutralizing
tank at no cost to Consultant
3. Preliminary design does not include structural, architectural, or mechanical
building systems.
4. Booster Pump Station initial pre-design will assume one pipe size and
average and peak flow rates to obtain preliminary head losses through the
pipe route to the EWTP.
5. A surge analysis will not be performed at this time.
6. Geotechnical investigations will not be performed.
7. The City will provide any required permit application fees.
13
.~. .~
METCALF & EDDY ! 6,UO\1
8. This contract provides for the preparation of a single-phase project. Additional
phasing will be compensated for in accordance with a subsequent
authorization.
9. Compensation for engineering work in this proposal will be based on a lump
sum method of payment except for tasks 3.2, 3.3, and 3.5 which will be time
and materials not to be exceeded without prior approval from the City.
D. Contract Reference
This Task Order shall be performed under the terms and conditions described
within the Consultant Agreement, Two-Year General Consulting and Engineering
Contract dated November 18, 2003 between the City of Boynton Beach and
Metcalf & Eddy as extended by the City Commission on February 21,2006
(Resolution R06-050) and extended a second time by the City Commission on
February 19, 2008 (Resolution R08-027).
E. Additional Services
The following are examples of some specific Additional Services Items that may
be required, but are not included within this Task Order. Generally, a condition
contrary to the work description in Section B or assumptions of Section C (upon
which the design fee is based) is considered an Additional Services item.
Examples include:
1. Development of property descriptions of easements, road right-of-ways,
etc. Preparation of right-of-way or easement boundary surveys.
2. Threatened or endangered species and species of special concern
permitting or relocation work.
3. Archeological/Historical preservation permits, studies, or reports.
4. Analysis of additional corridors.
These and other services can be provided, if desired by the City, under separate
Task Order(s) or by an amendment to this Task Order. Services performed will
be on an as-directed basis in accordance with a written Notice to Proceed from
the City.
F. Obliaations of the City
1. The City shall provide Consultant in a timely manner, all requested and
available record data and information related to the project as necessary for
the performance of the services specified herein.
2. The City shall review all documents presented by Consultant; obtain advice of
an attorney, insurance counselor, and other as City deems appropriate for
such review and render decisions pertaining thereto within reasonable time
so as not to delay the services of Consultant.
14
-,._"-"'C"==_~"~_="==~~,,,,,,=,,,,,~..=,,,..,."-,-,.-~~"-----..=,~=-=--,,=,,,=,,,,=~",~.""'-,---"
METCALF&EDDY ;,\EiOM
G. Compensation
Consultant proposes to perform tasks outlined above for an amount of $515,406.
A cost estimate presenting a breakdown of fees and hours per task is presented
as Attachment I.
As provided for in the Agreement, compensation for the services provided shall
be due and payable monthly in proportion to the percentage of the work
estimated by Consultant to be completed at the time of billing for lump sum
tasks. Time and material not to exceed will be billed monthly under the agreed
billing rates.
H. Proiect Schedule
See Attachment II Project Schedule for the preliminary design tasks. The route
analysis will be conducted during the first four months of the project.
15
METCALF &EDDY~ECOM
DATED this 30 day of C CToBEI2 ,2008.
,
CITY OF BOYNTON BEACH METCALF & EDDY, INC.
~~-~~
-
Kurt Bressner, City Manager
Florida Business Unit Leader
Attest/Authenticated: Title
Approved as to Form:
D~R- ~~~)
Office of the City Attorney Notary
~~ Diane Centimole
f ~' Comn8ssion#DIl39804S
~~ . :*i Expires~r 02, 2009
"'''''1 '0;. ,-.. Do 1bnl
'11/11\ \' AtlanCio Sondlnt Co., Ino.
16
METCALF&EDDY !\EtOM
A Tr ACHMENT I
COST ESTIMATE
~--~--~-~-------
_~ ~ ~________._ _~~_~.___ _ _ __~u__.~
CITY OF BOYNTON BEACH
Raw Water Main Interconnect Section A and Preliminary Design Services at the West Water Treatment Plant
A TT ACHMENT I - summary of fees
TASK Designations
LABOR CATEGORY HOURLY 1.1 1.2 2.0 3.0 TOTAL TOTAL
RATE Hours Rt x Hrs Hours Rt x Hrs Hours Rt x Hrs Hours Rt x Hrs HOURS FEES
Consulting/Engineering:
Proi. Dir., Principal $184 8 $1,472 $0 5 $920 4 $736 17 $3,128
Proj. Dir., Principal (ONOC) $184 $0 72 $13,248 $0 $0 72 $13,248
Senior Project Manaqer $164 59 $9,676 $0 28 $4,592 24 $3,936 111 $18,204
Proiect Engineer $119 27 $3,213 $0 196 $23,324 12 $1 ,428 235 $27,965
Senior Engineer $93 $0 $0 $0 $0 0 $0
Enqineer $82 $0 $0 74 $6,068 $0 74 $6,068
Technical Services:
Senior Designer $96 $0 $0 48 $4,608 $0 48 $4,608
Designer $75 $0 $0 $0 $0 0 $0
Proiect Support Services:
Senior Administrative $71 $0 $0 $0 $0 0 $0
Administrative $58 20 $1,160 $0 8 $464 $0 28 $1,624
TOTAL PERSONNEL 114 $15,521 72 $13,248 359 $39,976 40 $6,100 585 $74,845
Direct Costs:
Boyle EnqineerinQ (attached) cost $0 $0 $19,000 $399,587 $418,587
ODCs cost $300 $0 $400 $250 $950
Boyle mark-up 5% $0 $0 $950 $19,979 $20,929
ODC/Sub mark-up 10% $30 $0 $40 $25 $95
TOTAL DIRECT COSTS $330 $0 $20,390 $419,841 $440,561
GRAND TOTAL $15,851 $13,248 $60,366 $425,941 $515,406
Metcalf Eddy 9/5/2008
Attachment A Project Budget
Preliminary Design City of Boynton Beach
Pre-Filtration, Anion Exchange and Booster Pump
Western Water Treatment Plant
Personnel Hours Budget
:J
.... '"
= .... .... ~ co
.... S .... .... = ...
.. .. .... .. .. .Cl ..
co co
.. .. .... .s .s d u j .Cl
.. .. .. .. .. .. 'S .. :l
Task Description = = .. .. .. .. '" ... ti
'6iJ '6iJ .. .. .. .. "C
= = Q. Q. "C .. '.5 .. = ..
.. = = '6iJ '6iJ 0 0 ~ = .. "
~ ~ co ... Q co
Q. = = - :I:: .. .. z
'" .. .. ~ ~ CI CI ... .. ~ .. OJ)
co co CI ~ .. '3 0 .. " .. ..
= 'j; 'j; - - '0' .Cl .Cl .Cl ..!:i ~ ~
~ ~ ,)( ; ; ~ .t ~ j ,~ (5 's
u u
Task 3.1 Western Wells - Sand Issues
31.1 Well Study 40 36 2 78 $ 9,504 $ 312 $ 25 $ 337 $ 9,841
3 1.2 Technical memorandum 22 16 8 4 50 $ 5740 $ 200 $ 200 $ 5,940
3 IJ meetin8 6 8 2 16 $ 2,520 $ 64 $ 25 $ 89 $ 2,609
3.1.4 Final Draft Tech Memo 2 4 4 2 12 $ 1,496 $ 48 $ 48 $ 1,544
$ $ $ $
Subtotal 8 74 - 56 - 8 10 156 $ 19,260 $ $ 624 $ 50 $ 674 $ 19,934
Task 3.2 Process Study - Split Treatment
3.2.1 preview water data and estimate enhanced softening 6 10 24 40 $ 4,656 $ 160 $ 160 $ 4,816
3.2.2 detennine split treatment and blendina 16 30 40 86 $ 10,560 $ 344 $ 344 $ 10,904
).2.3 evaluate chlorimine disinfection strate~ 6 16 36 2 60 $ 6,624 $ 240 $ 350 $ 590 $ 7,214
3.2.4 Technical memorandum 8 16 24 4 52 $ 6,016 $ 208 $ 208 $ 6,224
3.2.5 meelina 16 2 18 $ 3,320 $ 72 $ 200 $ 272 $ 3,592
3.2.6 Final Draft Tech Memo 4 4 4 2 14 $ 1,776 $ 56 $ 56 $ 1,832
Subtotal 56 - 76 128 - - - 10 270 $ 32,952 $ - $ 1,080 $ 550 $ 1,630 $ 34,582
Task 3.3 Pre-filtration Pilot Study - Sand Issues IT & Ml
3.3.1 Studv sand 4 10 16 30 60 $ 6,860 $ 240 $ 240 $ 7,100
3.32 Select pre-filtration svstem 4 6 16 8 34 $ 4,324 $ 136 $ 136 $ 4,460
Coordination with vendors and site visits 30 16 2 48 $ 8,520 $ 192 $ 50 $ 242 $ 8,762
3.3.3 test protocol and Pilot study. data compiliation and analysis 6 4 24 20 65 4 123 $ 12,520 $ 492 $ 700 $ I 192 $ 13,712
3.3,4 Technical memorandum 6 4 16 24 4 4 58 $ 6,512 $ 232 $ 232 $ 6,744
3.3.5 meetin. 16 2 18 $ 3,320 $ 72 $ 200 $ 272 $ 3,592
Lab Analvsis (Sieve and particle) $ $ $ 250 $ 250 $ 250
3.3.6 Final Draft Tech Memo 4 6 6 2 2 20 $ 2,688 $ 80 $ 80 $ 2,768
Subtotal 70 46 78 44 103 6 - 14 361 $ 44,744 $ - $ 1,444 $ 1,200 $ 2,644 $ 47,388
Task 3.4 Pre-filtration Preliminary Desian - Sand Issues
3.4.1 size filters 10 20 18 48 $ 6,584 $ 192 $ 192 $ 6.776
3 4.2 dctcnnine backwash reauirements 10 16 10 18 2 56 $ 7,304 $ 224 $ 224 $ 7,528
3.4.3 Technical memorandum 8 8 8 4 28 $ 3744 $ 112 $ $ 112 $ 3,856
3.4.4 meetin. 12 8 4 24 $ 3,840 $ 96 $ 25 $ 121 $ 3,961
3.4.5Final Draft Tech Memo 4 4 4 2 14 $ 1,872 $ 56 $ 56 $ 1,928
Subtotal 44 56 10 - 48 - - 12 170 $ 23,344 $ - $ 680 $ 25 $ 705 $ 24,049
Task 3.5 Anionic Resin - Pilot Study IT & Ml
3.5 I Studv Anion resin svstems 8 16 40 40 104 $ 12,560 $ 416 $ 416 $ 12,976
2.5.2 Select Anion resin systems 6 6 16 8 36 $ 4,724 $ 144 $ 144 $ 4,868
Coordination with vendors and site visits 30 16 2 48 $ 8,520 $ 192 $ 50 $ 242 $ 8,762
3.5.3 test protocol and pilot studv, data compiliation and analvsis 6 6 24 20 65 4 125 $ 12820 $ 500 $ 700 $ 1,200 $ 14,020
3.5 4 Technical memorandum 8 6 20 24 4 4 66 $ 7,692 $ 264 $ 264 $ 7,956
3.5.5 meeting 16 2 18 $ 3,320 $ 72 $ 200 $ 272 $ 3,592
718/2008 Page 1 of .. Boyle Engineering Corporation
Attachment A Project Budget
Preliminary Design City of Boynton Beach
Pre-Filtration, Anion Exchange and Booster Pump
Western Water Treatment Plant
Personnel Hours Budl!et
.... ~
i:: .... .... t! Q
.... .... .... .... u
... ... S i:: ... ... .... ..c ...
.s .s Q Q
'" '" = u ~ ..c
'" '" ... ... .. .. '8 .. ~
Task Description 1:1 1:1 '" '" ... ... u ...
's;, 's;, '" '" '" '" ~ U 'C
.9 <= 'C "5 '" <= ..
1:1 <= 's;, g, g, ...: = ... ..
.. r.l r.l .. 0 0 Q U i5 Q
.9- 1:1 <= ... :I: '" '" ;z:
... ... r.l r.l Q Q u ... ~ ... ..
u Q Q Q Q '" .. Q '" .. .. ~
1:1 '= '= ... .. ,- .!!
;E ; ; ...: ...: Q ~ ..c ..c -= ~
'" '" ... ~ = 0 '8 ~
'" '" u u ~ '"
Lab Analysis (TOe, Alkali"ity. chlorides, UV and color)raw and treated
weekly $ $ $ 600 $ 600 $ 600
3.5.6 Final Draft Tech Memo 4 6 6 2 2 20 $ 2,688 $ 80 $ 80 $ 2,768
Subtotal 78 56 106 84 73 6 14 417 $ 52,324 $ $ 1,668 $ 1,550 $ 3,218 $ 55,542
Task 3.6 Anionic Resin - Prelimlnarv Deslqn
3 6.1 size anion system 20 10 20 50 $ 7,260 $ 200 $ 200 $ 7460
J 6.2 determine rCRcneration requirements 20 10 20 2 52 $ 7,380 $ 208 $ 208 $ 7,588
3.6.3 determine size ofboosternumnstation 16 8 16 40 $ 5,808 $ 160 $ 160 $ 5,968
),5ATechnical memorandum 16 8 8 4 36 $ 5,344 $ 144 $ $ 144 $ 5488
3.6.5 meeting 12 8 4 24 $ 3,840 $ 96 $ 25 $ 121 $ 3,961
3 6.6 Final Draft Tech Memo 4 4 4 2 14 $ 1,872 $ 56 $ $ 56 $ 1,928
Subtotal 88 48 - 68 12 216 $ 31,504 $ $ 864 $ 25 $ 889 $ 32,393
Task 3,7 Reqenerate Waste DlsDosal
3.7.1 Review deeD well ooeration oennit 4 16 10 2 32 $ 4,260 $ 128 $ 128 $ 4,388
3.7.2 Technical memorandum 2 16 8 4 30 $ 3792 $ 120 $ 120 $ 3,912
3.7.3 meetino 4 4 4 2 14 $ 1896 $ 56 $ 25 $ 81 $ 1,977
3 74 Final Draft Tech Memo 2 4 4 2 12 $ 1,496 $ 48 $ 48 $ 1,544
$ $ $ $
Subtotal 12 40 - 26 - - - 10 88 $ 11,444 $ - $ 352 $ 25 $ 377 $ 11,821
Task 3.8 Process Prellmlnarv Desian
3.81 Prelim filtration system plan layout 16 36 36 88 $ 9,248 $ 352 $ 352 $ 9,600
3.8.2 Prelim anion exchanoe svstem nlan lavout 20 36 36 92 $ 10048 $ 368 $ 368 $ 10,416
3.8.3 Prelim booster pumo statioo olan lavout 20 28 36 36 120 $ 14,248 $ 480 $ 480 $ 14,728
3.8.4 Prelim site plan layout 16 36 36 88 $ 9,248 $ 352 $ $ 352 $ 9,600
3.8.5 meetiml 12 4 4 20 $ 3,016 $ 80 $ 25 $ 105 $ 3,121
3.8.6 Fmal Draft plans 2 4 4 8 2 20 $ 2,088 $ 80 $ 80 $ 2,168
Subtotal 86 32 152 152 - 6 428 $ 47,896 $ - $ 1,712 $ 25 $ 1,737 $ 49,633
Task 3.9 Preliminarv Civil Deslan
3.9.1 review piping requirements 4 20 24 $ 2680 $ 96 $ 96 $ 2,776
3.9.2 Prelim site nining plan lavout 8 28 36 72 $ 6,896 $ 288 $ 288 $ 7,184
3.9.3 update stonn water drainaae r~irements and calculations 2 20 20 2 44 $ 5,280 $ 176 $ 176 $ 5,456
3.9.4 Prelim site stonn waterdraioaoe nlan lavout 2 16 24 36 78 $ 7,576 $ 312 $ 312 $ 7,888
3.9.5 meetin. 8 4 4 16 $ 2,216 $ 64 $ 25 $ 89 $ 2,305
3.9.6 Fi"al Draft plans 2 4 4 8 2 20 $ 2,088 $ 80 $ 80 $ 2,168
Subtotal 26 40 - 56 44 80 - 8 254 $ 26,736 $ - $ 1,016 $ 25 $ 1,041 S 27,777
Task 3.10 Electrical and I&C
1/812006 Page 2 of " 8oyll'! Engineering Corporation
Attachment A Project Budget
Preliminary Design City of Boynton Beach
Pre-Filtration, Anion Exchange and Booster Pump
Western Water Treatment Plant
Personnel Hours Budl!et
~
S '"
... == ~ Q
... ... ... <J
... ... S == ... ... ... .c ...
Q Q Q Q
.. .. c u j .c
.. .. ... ... ~ ~ ..
1:1 1:1 t .. 's ... j
Task Description '.. '.. .. .. .. '" ,~ <J "Cl
1:1 1:1 Clo Clo "Cl ... t: .. 1:1 =
.. 1:1 1:1 '.. '.. -< .. ... co
... ~ 0 0 Q <J is Q
Clo 1:1 1:1 ... == .J: .. ;z
'(j ... ... ... ... Q Q <J ... ... ... ""
,S Q ~ Q .. ] Q ... co ] ]
1:1 '; ... ] ,~ .J:
~ 1:1 '" -< Q ,Q .c ...
.. ,~ , ..': ~ ~ ~ 0 's ~ ~
'" u U
3 10, I review electrical reauirements 8 8 $ 1,600 $ 5750 $ 32 $ 5,782 $ 7,382
3 10.2 review control reauirements 16 2 18 $ 3,320 $ 5,750 $ 72 $ 5,822 $ 9,142
3.10.3 prelim electrical and control system plans 24 30 2 56 $ 7,530 $ 224 $ 224 $ 7,754
3.10.4 Technical memorandum 6 8 4 18 $ 2,400 $ 72 $ 25 $ 97 $ 2,497
3.10.5 meetin~ 4 2 6 $ 920 $ 24 $ 25 $ 49 $ 969
3.10.6 Final Draft plans 4 4 8 2 18 $ 2096 $ 72 $ 72 $ 2,168
Subtotal 62 - 12 - - - 38 12 124 $ 17,866 $ 11,500 $ 496 $ 50 $ 12,046 $ 29,912
Task 3.11 Opinion of Cost
3.1t 1 engineer's prelim aoioio" of probable costs 6 10 20 4 40 $ 4,140 $ 160 $ 160 $ 4,300
3 11.2 meeting 4 4 2 10 $ 1,296 $ 40 $ 25 $ 65 $ 1,361
$ $ $ $
$ $ $ $
$ $ $ $
Subtotal 10 - - 14 20 - - 6 50 $ 5,436 $ - $ 200 $ 25 $ 225 $ 5,661
Task 3.12: Report and MeetinQs
3 12.1 Kickoff meeting 20 6 2 28 $ 4,684 $ 112 $ 200 $ 312 $ 4,996
3 12.2 summary report 10 20 12 8 8 58 $ 7,200 $ 232 $ 232 $ 7,432
3 12.3 Meeting for summarY report 20 16 2 38 $ 6,520 $ 152 $ 200 $ 352 $ 6,872
3.12.4 Final Draft summary report 4 4 4 2 2 16 $ 2,044 $ 64 $ $ 64 $ 2,108
3.12.5 Two workshoDs 48 16 4 68 $ 12,240 $ 272 $ 400 $ 672 $ 12912
3 12.6 Monthly meeti"gS(12) 48 48 24 120 $ 15,552 $ 480 $ 300 $ 780 $ 16,332
$ $ $ $
$ $ $ $
Subtotal 150 56 - 70 - 10 - 42 328 $ 48,240 $ $ 1,312 $ 1,100 $ 2,412 $ 50,652
Task 3.13: Permit Application
3.13.1 attend pre-application meetin~ with FDEP 6 6 2 14 $ 2,040 $ 56 $ 25 $ 81 $ 2,121
3 13.2 prepare FDEP aoolication 2 8 4 14 $ 1,600 $ 56 $ 56 $ 1,656
3.13.3 attend pre-application meetin~ with SFWMD 6 6 2 14 $ 2,040 $ 56 $ 25 $ 81 $ 2,121
3 13 4 oreoare SFWMD apolication 4 8 2 14 $ 1,880 $ 56 $ 56 $ 1,936
3.13.5 meeting 8 4 4 16 $ 2,320 $ 64 $ 25 $ 89 $ 2,409
$ $ $ $
ISubtotal 26 - 32 - - - - 14 72 $ 9,880 $ - $ 288 $ 75 $ 363 $ 10,243
Total 716 448 314 630 356 254 46 170 2,934 $ 371,626 $ 11,500 $ 11,736 $ 4,725 $ 27,961 $ 399,587
Amounts shown are fee
PersOIUlel Catc20rv $/HR
Principal $200.00
Senior Engineer II $150.00
Senior Engineer I $120.00
Asst Engineer 11I $94.00
7/812008 Page 3 of 4 Boyle Engineering Corporation
Attachment A Project Budget
Preliminary Design City of Boynton Beach
Pre-Filtration, Anion Exchange and Booster Pump
Western Water Treatment Plant
Personnel Hours Budl!et
:l
.... '"
.... ::i ::i ~ 0
.... .... u
.... S ... ... .... ...
... ... ::i 0 ..c 0
" " B 0 c:i u .:3 ..c
" " ... ... .. e " :J
1:1 .51 " " ... "5 '" u -
Task Description ';b " " " " u 'C
lOll 1:1 1:1 'C ... ~ " c ,
= = ';b ';b ... ... -<r: " ... '" =
" I"l I"l 0 0 0 ... Q 0
... 1:1 1:1 ... := " " z
... ... I"l I"l I::l I::l ... ... ~ ... lOll
'y 0 0 ~ " " 0 " '" " ]
c '; '= - - ~ ,~ ..c ..c .c .!! ~
'" '" 0 ~
;t " J( .:: , .t .. " 0 '5 ~
'" u u .... '"
Asst Engineer II $88.00
CADD Operator II $74.00
CADD Operator 1II $87.00
Project Admin. II $6000
1/812008 Page 4 of 4 Boyle Engineering Corporallon
METCALF & EDDY A.ECO~
ATTACHMENT II
PROJECT SCHEDULE
--_._"c-.~..,,~___~___~,
~_..----- , ------~---------~----~~-~--- ~-~~-- -
CUy 01 Boynton Beech Allachrnent B Project Schedule
Preliminary Design
Pre.Flllrallon, Anion Exchange and Booster Pump
Western Water Trealment Plant
ID Task Name Duration Start Finish Au ust Se temb October Novembe December Janua Februa March A rll Ma June Jul Au ust
Au Se Oct Nov Dee Jan Feb Mar A r Ma Jun Jul Au
1 2.0 Route Analysis 100 days Mon 8/4/08 FrI12/19/08
2 2.1.2 Survey 60 days Mon 9/22/08 FrI12/12/08 I '- ~ ~:-=-::~ -=-~:;~- _7 _=" ::_~
3 3.1 Westem Well Field 30 days Man 8/4/08 Frl 9fl2/08 I
4 3.2 Process Study - Spill Treatment 30 days Man 8/4/08 Frl 9/12/08 I I
5 3.3 pre'Flllrallon Pilot Study - Sand Issues 100 daya Man 8/4/08 Frl12/19108 I~~;-~;__ ,'~=--.-_ - :. ;----="-;!~,--'.= ~ ._'~.
6 3.4 Pre-Flllrallon Preliminary Design. Sand Issues 35 days Man 12/22/08 Frl 2/6/09 -_.-,! . -
7 3.5 Anionic Resin - Pilot Study 100 days Man 8/4/08 Frl12/19/08
8 3.6 Anionic Resin. Preliminary Design 35 days Man 12/22/08 Frl 2/8/09
9 3.7 Regenerate Wasle Disposal 35 days Mon 12/22/08 Frl 2/8/09
10 3.8 Process Preliminary DBSlgn 85 days Mon 2/9/09 Frl 8/5109
11 3.9 Preliminary Civil Design 85 days Man 2/9/09 Frl 8/5109
12 3.10 Electrical and I & C 30 days Mon 2/9/09 Frt 3/20/09
13 3.11 Opinion of Cosl 15 days Man 8/8/09 Frl 6/26/09
14 3.12.2 Summary Report 40 days Man 8/29/09 Frl 8/21/09
15 3.12.3 Surnmerry report meellng 1 day Man 8/24/09 Man 8/24/09
16 3.12.1 Kickoff meeting 1 day Man 8/4/08 Mon 8/4/08 I
17 3.13 Penn It applications 25 days Man 8/8/09 Fr 7/10/09
Project: Project Schedule revOl Task I I Progress Summary .... .... Extemal Tasks lii;-.;~0:F;r\~"i~'?;;:;j Deadline {!o-
Date: Man 7f7/08 Split Milestone . Project Summary V ..... External Milestone .
Illllllllllltllllll
Page 1
CITY CLERK'S OFFICE
MEMORANDUM
TO: Barb Conboy
Utilities Manager
FROM: Janet M. Prainito
City Clerk
DATE: October 31, 2008
RE: R08-123 - Task Order #U07-15-04 Fee Proposal and Scope of
Services City of Boynton Beach
Attached for your information and use are two originals of the above mentioned Task
Order. Since the documents have been fully executed, I have retained one original for
Central File.
Please contact me if there are any questions. Thank you.
ff-~ 'm . Aac,~t,
"----
Attachments
cc: Central File
S:ICCIWPIAFTER COMMISSIONIDepartmental Transmittals\200BIBarb Conboy - ROB-123.doc