R07-072
II
1 RESOLUTION NO. R07- 0 7 ~
2
3 A RESOLUTION OF THE CITY OF BOYNTON
4 BEACH, FLORIDA, AUTHORIZING THE CITY
5 MANAGER TO EXECUTE TASK ORDER NO. U07-4-2
6 IN AN AMOUNT NOT TO EXCEED $247,000.00 WITH
7 CAMP, DRESSER & McKEE, INC., FOR
8 ENGINEERING SERVICES RELATED TO THE
9 CITY'S APPLICATION FOR A WATER USE PERMIT
10 MODIFICATION; AND PROVIDING AN EFFECTIVE
11 DATE.
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14 WHEREAS, the South Florida Water Management District Governing Board
15 approved its W ater Availability Rule which could significantly reduce the volume of water
16 that the City may extract from the Surficial Aquifer System; and
17 WHEREAS, this Task Order authorizes the development of groundwater modeling
18 for the Surficial Aquifer as a means of supporting additional withdrawals from this system
19 by obtaining appropriate credit for wastewater reuse and aquifer recharge; and
20 WHEREAS, the Task Order also includes provisions for preparing an application to
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21 the South Florida Water Management District for modification of the current Water Use
22 Permit, with the goal of securing additional allocations of water, and also obtaining a long
23 term permit; and
24 WHEREAS, the City Commission of the City of Boynton Beach upon
25 recommendation of staff, deems it to be in the best interest of the citizens of the City of
26 Boynton Beach to authorize execution of Task Order U07-4-2 in an amount not to exceed
27 $247,000.00 with Camp Dressker & McKee, Inc.
28 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
29 THE CITY OF BOYNTON BEACH, FLORIDA, THAT:
S:ICAIRESOlAgreementslTask - Change OrderslCamp Dresser U07-04-2.doc
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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
3! hereof.
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Section 2.
The City Commission of the City of Boynton Beach, Florida does
5 hereby authorize and direct the approval and execution by the City Manager of Task Order
6 U07-4-2 in an amount not to exceed $247,000.00 with Camp Dresser & McKee, Inc., for
7 engineering services related to the City's application for a Water Use Permit Modification, a
8 copy of which is attached hereto as Exhibit "A".
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Section 3.
This Resolution shall become effective immediately upon passage.
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PASSED AND ADOPTED this ~ day of July, 2007.
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CITY OF BOYNTON BEACH
K07 -- 0-7:J,
ENGINEERING SERVICES TASK ORDER NO. U07-4-2
1. PROTECT TITLE
Water Use Permit Modification
II. BACKGROUND
The City of Boynton Beach (City) currently has a Water Use Permit (WUP No. 50-00499-W),
which stipulates the annual water allocation (21.5 mgd) and maximum monthly water
allocation (741.4 mg) for the utility using the surficial aquifer system as the water supply. The
WUP stipulates that the City must limit its dry season withdrawals from the surficial aquifer
wells from 25.4 mgd to 15 mgd after July I, 2008. The withdrawals may be further reduced as a
result of the Regional Water Availability Rule. These limitations will severely impact the
existing utility operations. As a result of meetings with the South Florida Water Management
District (SFWMD), it was agreed that the City would proceed to modify their existing Water
Use Permit to request the following: (1) a five-year interim increase in water use from the
Biscayne aquifer (subject to replacement by water use from the Floridan aquifer at the end of
five years), (2) a 20-year Water Use Permit for existing withdrawals from the Biscayne aquifer,
(3) a potential increase in withdrawals from the eastern wellfield due to shallowing up of wells,
(4) potential additional water withdrawals associated with recharge of the wellfield(s) with
reclaimed water, (5) withdrawals from the upper Floridan aquifer (UP A) for the proposed
reverse osmosis membrane plant, and (6) withdrawals from the Biscayne aquifer that would
allow use of the City's two ASR wells. The following scope of services details the various
requirements associated with the permit modification and is in agreement with the October 17,
2006, approval by the City of Boynton Beach Commission of the City's Potable Water Supply
Strategy and associated policy directions by the Commission. The City's Potable Water Supply
Strategy consists of two approaches: 1) convey water from the City's western surficial aquifer
wellfield to the East Water Treatment Plant to maximize usage of the East Water Treatment
Plant and 2) convert the West Water Treatment Plant from nanofiltration into a low pressure
reverse osmosis (LPRO) treatment facility withdrawing from the Floridan aquifer.
III. CONTRACT REFERENCE
This Task Order shall be performed under the terms and conditions described within the
Agreement for General Engineering Consulting Services RFQ No. 065-2221-03jGD, Scope A:
Water Plant Expansion and Capacity Replacement.
IV. SCOPE OF SERVICES
The following is a description of the Scope of Services to be provided under this Task Order.
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Task 1 - Data Collection
CDM will obtain and assemble the necessary information regarding the site and project as
required to complete Form 0645-WOl (Water Use Permit Application Form (RC-IA, RC-IW, RC-
IG) for all water uses except dewatering for mining or construction) and all other associated
forms for an Individual WUP. Data will be obtained from the City where appropriate. This will
include specific information required for SFWMD Form 0645-W01 (dated 08/03) as follows:
. Section A. General Information
. Section B. Location of the Property
. Section C. Water Source and Water Use Type (including Tables A and B)
. Section E. Public Water Supply Use (including Tables E, F, G, H, I, J, and K)
. Section G. Additional Requirements if you are using more than 100,000 gallons per day
. Section H. Attachments
. Section 1. Certification
CDM will collect and review data on the existing production wells, land use, zoning, projected
population, proposed developments, water quality, and other historical water use information
not currently on file with CDM, if applicable. CDM will obtain the projected water demands
through 2027 for the City's service area from the City, or alternatively use the water use
projections provided by the SFWMD. CDM will also review the files of the SFWMD for the City
to obtain any data or information relevant to preparation of the Water Use Permit application.
Also included in this task is preparation of any basemaps showing water supply well locations,
interconnections, water distribution network, and land use, not provided by the City.
CDM will use the City's evidence of shallowed-up wells and upconing calculations provided by
the City's consultant to justify increased withdrawals from the Biscayne aquifer at the eastern
wellfield.
If the Florida Department of Environmental Protection is in agreement with the use of public
access wastewater to recharge the groundwater system around the eastern wellfield, CDM will
propose this and request an additional allocation based on the sustainable amount of recharge
that is in compliance with wellfield protection regulations. CDM will provide a map showing
potential recharge areas. A potential pipeline route will be provided by the City.
Task 2 - Groundwater Flow Modeling of the Surficial Aquifer
Groundwater flow modeling is commonly performed in support of Water Use Permit
allocations to evaluate if proposed increases in groundwater withdrawals from the surficial
aquifer will affect the water resources, the regional system or other existing legal users of the
surficial aquifer.
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CDM proposes to use the SFWMD MOD FLOW model of Palm Beach County for modeling of:
. The impact of the City's wellfield withdrawals on existing legal users;
. The impact of the City's eastern wellfield on the regional system and the amount of
pumpage by the eastern wellfield that will not induce additional seepage from the E-4 canal;
. The City's reclaimed water users and the extent to which the City could obtain credit
(additional water) for existing and future reclaimed water use;
. The potential recharge of the eastern wellfield with public access reuse water; and
. Proposed wellfield pumping modifications including potential increased withdrawals from
the eastern wellfield due to shallowing up of wells.
This model was calibrated by SFWMD with at least 18 months of transient groundwater
elevation data (1990-1991). According to Section 1.7.5.2 entitled Modeling Data of the Basis of
Review (BOR) for Water Use Permit Applications in the SFWMD (dated 4/23/07), numerical
models should be calibrated to within t 1 foot for at least three monitor wells distributed
randomly within the model domain for each month of the calibration period. The model
calibration will be verified by comparing the model-predicted groundwater elevations to
observed elevations for 18 months of more current (2004-2005) monitoring well data from at
least three closest wells to the Boynton Beach wellfields. Aquifer characteristics (horizontal
hydraulic conductivity and leakance) will be modified as necessary to meet the SFWMD model
calibration criteria.
In addition to the updated model calibration, the grid discretization in the vicinity of the City's
wellfields will be increased from 2,640 feet by 2,640 feet to approximately 250 feet by 250 feet to
better represent local groundwater level draw downs in the vicinity of the City's surficial aquifer
wells to establish existing conditions.
In order to determine draw down due to the withdrawals from the City's wellfields on the
adjacent other existing legal users and the cumulative draw down from all legal users'
pumpage, a series of groundwater flow modeling runs using the calibrated model will be
performed under the SFWMD BOR permitting requirements. The first group of simulations will
be performed to determine the cones of depression of the east and west wellfields using the
average pumpage for the 12 months prior to April 1, 2006 (converted to maximum month
pumpage), consistent with the Regional Water Availability Rule, as follows:
. SIM1 - A baseline simulation is performed to simulate groundwater levels and flows
without any pumpage from City's wells and any other existing legal user wells. This
simulation is used to provide baseline groundwater levels for calculating drawdown from
each of the other pumping simulations.
. SIM2 - Continuous withdrawal from the Biscayne aquifer (Layer 3) using existing City
production wells with the equivalent maximum monthly withdrawal. This run determines
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the overall O.l-foot draw down cone of depression in the Biscayne aquifer and the existing
legal users within the cones of depression, as required by the SFWMD BOR.
. SIM3 - Continuous withdrawal using the existing City production wells and the existing
legal user wells within the cone of depression for 21 months. This simulation determines the
groundwater level drawdown in any nearby wetlands due to existing legal users including
the City. Also, as part of this simulation, the model will be used to determine the maximum
amount of groundwater withdrawals that the City can pump from the eastern wellfield
without taking any additional water from the regional system.
In accordance with SFWMD calibrated model criteria, the pumping will be simulated using 21
monthly stress periods that represent an average and a 1-in-l0 year drought conditions. The
model-predicted groundwater level drawdown at the end of the 1-in-l0 year drought rainfall
year (May) will be used to establish if there is any additional water available to the City due to
reductions in irrigation use from the surficial aquifer. Therefore, the following conditions will
be simulated with the calibrated model to evaluate:
. Potential additional water withdrawals associated with supplying current surficial aquifer
irrigation users with reclaimed water;
. Potential additional water withdrawals associated with supplying future irrigation users
with reclaimed water; and
. Potential additional water withdrawals associated with recharge of the wellfield(s) with
reclaimed water.
Due to the proximity of the surficial aquifer wellfields to Lake Worth Drainage District Canals
(L WDD), additional withdrawals from the City's wells could induce additional seepage from
the L WDD canals and the regional system. Therefore, it will be necessary to quantify the offsets
to the regional system due to supply of reclaimed water from the City to existing irrigation
users. Presently, water from the regional system is diverted to the canal network in southern
Palm Beach County for the purpose of recharging the surficial aquifer system and to help
maintain relatively constant groundwater elevations in this area. There are existing water user
permits for irrigation use within the cone of depression of the City wellfields that can be
replaced with reclaimed water. Supply of reclaimed water from the City to the irrigation users
will reduce groundwater withdrawals from the surficial aquifer, which is recharged by water
from the regional system.
CDM will use the calibrated groundwater flow model for these simulations. The next group of
modeling simulations will be performed to determine the impacts to the regional system due to
the use of reclaimed water for irrigation purposes, as follows:
. SIM4 - The City wells will be pumped at its existing (12 months prior to April 1, 2006) rates.
All the existing legal user wells including the irrigation wells will be pumped during this
simulation.
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. SIMS - This simulation will be the same as SIM4, except the irrigation wells within the cone
of depression will not be pumped during this simulation.
. SIM6 - The City wells will be pumped at an increased rate that does not pull additional
water from the regional system. The increased withdrawals will be distributed among the
eastern and western wellfield wells. Irrigation well pumping within the cone of depression
will not be included in this simulation. It is assumed that irrigation demand will be satisfied
by reclaimed water for this simulation.
A water balance analysis of all of the canals within the cone of influence will be performed to
determine the net outflow from the canals to the surficial aquifer system for each simulation.
Comparison of the change in net outflow values from the canals at the end of SIM4 and SIM6
will quantify the reduction or increase in flow from the regional system due to reductions in
irrigation pumping.
To quantify the possible credit associated with recharging the surficial aquifer in the vicinity of
the eastern wellfield, an additional simulation will be performed as follows:
. SIM 7 - To evaluate the potential additional water withdrawals associated with only
recharging the surficial aquifer wellfields with reclaimed water, one additional simulation
(SIM 7) will be performed. For SIM 7, recharge will be applied to specific areas in close
proximity to the production wells. Any additional water from replacing irrigation water
users with reclaimed water will not be included in this simulation. Again, the production
well pumping will be increased to the point that no additional seepage from the L WDD
(including the E-4 Canal) and the regional system occurs as a result of the City's increased
pumping.
A water balance analysis of all the canals within the cone of influence will be performed to
determine the net outflow from the canals to the surficial aquifer system for SIM7. Comparison
of the change in net outflow values from the canals at the end of SIM4 and SIM7 will quantify
the reduction in flow from the regional system due to recharging the surficial aquifer with
reclaimed water. Particle tracking will also be used to qualitatively evaluate the fate of the
applied recharge.
To quantify the possible credit associated with recharging the surficial aquifer in the vicinity of
the eastern wellfield and to determine the impacts to the regional system due to the use of
reclaimed water for irrigation purposes, one simulation will be performed as follows:
. SIM 8 - To evaluate the potential additional water withdrawals associated with recharging
the surficial aquifer wellfields with reclaimed water and due to replacement of irrigation
users with reclaimed water, one additional simulation (SIM 8) will be performed. This is a
combination of SIMs 6 and 7. For SIM 8, recharge will be applied to specific areas in close
proximity to the production wells. Also, irrigation well pumping within the cone of
depression will not be included in this simulation. It is assumed that irrigation demand will
be satisfied by reclaimed water for this simulation. Again, the production well pumping will
be increased to the point that no additional seepage from the LWDD (including the E-4
Canal) and the regional system occurs as a result of the City's increased pumping.
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A water balance analysis of all of the canals within the cone of influence will be performed to
determine the net outflow from the canals to the surficial aquifer system for SIMS. Comparison
of the change in net outflow values from the canals at the end of SIM4 and SIMS will quantify
the reduction in flow from the regional system due to recharging the surficial aquifer with
reclaimed water and replacement of irrigation users with reclaimed water. Particle tracking will
also be used to qualitatively evaluate the fate of the applied recharge.
The approach to modeling and results of the modeling will be summarized in a technical
memorandum that will be submitted along with the WUP application package. CDM will meet
with SFWMD staff to verify that these are the correct approaches to modeling that will meet the
needs of the SFWMD staff.
The diameter of the pipeline from the Western surficial aquifer wellfield to the East Water
Treatment may be influenced by this analysis. If additional water can be withdrawn from the
wellfields at the East Water Treatment Plant by virtue of the upconing analysis and recharge
with reclaimed water, a smaller diameter pipeline may be justifiable with attendant reduced
costs.
Task 3 - Groundwater Modeling of the Floridan Aquifer
The primary objective of the Floridan aquifer groundwater modeling in Task 2 is to determine if
the City proposed withdrawals from the upper Floridan aquifer (UF A) over the next 20-years
will meet the SFWMD water resource evaluation criteria, which are set-forth in the SFWMD
BOR. For these purposes, CDM will utilize an uncalibrated model, consistent with the SFWMD
BOR, as follows:
The use of numeric models such as MOD FLOW without calibration is acceptable under the
following configurations: (1) The model represents the aquifer or aquifer system as no more than
two layers; (2) Each layer uses a single value for transmissivity/ permeability, storage/storativity,
and a single value leakance is used between layers; (3) The simulation time is 90, days with no
recharge; and (4) surface water features are not represented. The modeling shall include separate
runs using the highest and lowest measured values for transmissivity/permeability,
storage/storativity and leakance from the region, based on published data and pump test values
calculated as described above. The selected high and low aquifer values will be approved provided
they significantly overestimate the withdrawal impacts that would occur on the site.
The uncalibrated MODFLOW groundwater flow (hydraulic) model is proposed for use in
evaluation of withdrawals from the City's western wellfield. Modeling will be simplified to two
layers, and the layers will be characterized by homogeneous hydraulic properties (head,
hydraulic conductivity, and storativity) for the wellfield. These properties will be found from
the closest aquifer performance tests (APTs) conducted within the upper Floridan aquifer from
the SFWMD DBHydro database to the wellfield, and made available to CDM. Data compilation
will begin with definition of the physical and hydraulic characteristics and aquifer uses. It is
assumed that the vertical boundaries of the hydraulic model will be the top of the upper
Floridan aquifer (elevation of approximately -900 feet NGVD) and the base of the middle
Floridan aquifer (elevation of approximately -1,600 feet NGVD) (Reese & Memberg, 1999).
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The model will be used to determine if groundwater level drawdown associated with the City
pumping from the Floridan aquifer at a rate of 10 mgd (sufficient to produce 8 mgd of product
water) will interfere with other existing legal users. The following conditions must be evaluated
with the model:
1. Pumping of City's UF A wells at their maximum month pumping rate with 90 days no
recharge. This will define the existing legal user wells within the City's 1.0-feet cone of
depression.
2. Pumping of the UF A existing legal user wells at their maximum month rate with 90 days no
recharge. This simulation is used to establish existing drawdown in the UP A.
3. Cumulative pumping (City and adjacent legal users at maximum month permitted
withdrawals) under 90 days no recharge. The purpose of this simulation is to evaluate
cumulative drawdown in the UF A.
CDM will evaluate the cumulative groundwater level draw down impacts to determine if the
City proposed withdrawals from the UF A will meet the SFWMD water resource evaluation
criteria. CDM will prepare the maps to show the groundwater drawdown in the UF A under
different conditions. These maps will be included in a technical memorandum describing the
groundwater model that is used, a description of the simulations performed, and the results of
the modeling. This technical memorandum will be used to support the withdrawal allocation
requested from the SFWMD.
Subtask 3.1 - Assist the City in Locating Floridan Aquifer Well Sites
In order for the City to produce 8 mgd of product water from the Floridan aquifer,
approximately 10 mgd of raw water from the Floridan aquifer will be required. Assuming that
each well will produce approximately 2 mgd, five Floridan aquifer wells will be required. One
additional well will be required as a standby well, for a total of six Floridan aquifer wells. The
City has requested that CDM assist in finding new Floridan aquifer well sites in the vicinity of
the western wellfield. According to the Potable Water Supply Strategy, five parcels exist near
the West WTP that should be considered as future well sites. These are:
. Boynton Beach Municipal Golf Course;
. Old Boynton Beach Sanitary Landfill;
. Cypress Creek Country Club;
. Saint Vincent DePaul Seminary; and
. West Water Treatment Plant.
CDM will evaluate new well sites based on the availability of rights-of-way and public lands, as
well as the results of modeling and drawdown analyses. As indicated by the Water Supply
Strategy, an attempt shall be made to keep all of the wells within one general area.
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Task 4 - Prepare and Submit the Water Use Permit Application
CDM will prepare a permit application report for review and comment by the City. The report
will be organized to follow the requirements of Form 0645-WOl.
CDM will incorporate City comments into the draft permit application report and will then
provide four (4) copies to the SFWMD and four (4) copies to the City. The permit application
report will contain the completed Form 0645-WOl (Water Use Permit Application Form (RC-IA,
RC-l W, and RC-1G) for all water uses except dewatering or construction dewatering), and all
figures and documents required.
Task 5 - Request for Additional Information (RAI)
Due to the complexity and scale of a permitting 20-year WUP, a request for additional
information (RAI) from SFWMD is most likely. Under this task, CDM will prepare and submit a
response to one (1) SFWMD RAI in support of the permit application. CDM will prepare the
RAI responses for review and comment by the City. CDM will incorporate the City comments
and provide four (4) copies to the SFWMD and four (4) copies to the City. CDM will prepare
and submit responses to additional SFWMD RAI(s) in support of the City permit application
under a separate budget. This task may also include a meeting with SFWMD WUP staff. This
meeting will identify any concerns that the SFWMD may have and any additional data that may
be needed in support of the permit application.
Task 6 - Regulatory Meetings
Included in this task are up to three (3) meetings with regulatory agencies as follows. A meeting
will be held between the City, CDM, and SFWMD, to discuss the permit modification. This
meeting with SFWMD staff will be held to discuss specific requirements of the modeling effort
as detailed in Task 2 and to review the final details of the application. A meeting will be held
between the City, CDM, and the Florida Department of Environmental Protection (FDEP) to
discuss the feasibility and permitting requirements for recharge of the wellfield(s) through the
use of Rapid Infiltration Basins (RIBs). This meeting would be considered a pre-application
meeting for any wastewater permit modifications that would be associated with the installation
of the RIBs. This scope of services, however, does not include any permitting through FDEP of
the RIBs or any other reclaimed water users. A third meeting will be held on an ad-hoc basis to
discuss the request for additional information after the application is submitted.
Task 7 - Project and Quality Management
CDM shall provide administrative functions required to manage the project elements including
schedule and budget. Specific activities shall include but not be limited to the following:
. Project Update Meetings - CDM's project manager shall prepare for and hold monthly
status meetings with the City throughout the life of the project. More frequent meetings may
be held from time to time as required.
. Quality Assurance (QA)jTechnical Review - CDM shall maintain a program of QA on this
Project. CDM shall provide internal review of the permit modification application, including
all modeling documents associated with the application, by a Technical Review Committee
(TRC), which shall consist of specialists within CDM's organization who are not otherwise
involved in the project.
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. Preparation of Status Reports - CDM's project manager shall prepare monthly written
progress reports summarizing activities completed, work remaining, and identifying any
problems, which are ongoing or may be anticipated.
V. ASSUMPTIONS
The City shall provide the following contributions to the work order unless otherwise available
through public resources:
. Electronic copies (spreadsheets) of well construction, well survey, and pump data;
. Status of water supply wells listing which wells are existing versus proposed; City owned
land in the vicinity of the western wellfield; City rights-of-way in the vicinity of the western
wellfield;
. Well pumping rates and groundwater quality by well (on a semi-annual basis) for the last 10
years not on file with CDM and copies of existing operating permits and the current Water
Use Permit. Data reported on the SFWMD Monthly Pumpage Reports would be the most
useful. Electronic versions of these data are preferred;
. Historic treated water use data for the last 10 years by month. Data must be of sufficient
detail to determine the maximum daily pumping rate for each month;
. A copy of any agreement with other utilities regarding interconnections or water purchase;
. Population projections and land use types through 2027;
. City corporate limit, service area, land use, and zoning maps. If available, an electronic copy
of the mapS (AutoCAD) is requested;
. A recent copy of aerial photographs covering the City. If available, an electronic copy of the
photographs is requested;
. A copy of the most recent version of the City's Comprehensive Development Plan;
. A copy of the most recent Water Conservation Plan;
. The locations and groundwater elevation data for any surficial aquifer monitoring wells
used by the City;
. The APT test results near the City wellfields, if available;
. The locations, construction data, and water quality data for monitoring wells associated
with the City's Salt Water Intrusion Monitoring (SALT) program; and
. The permit application fee ($11,500) for submittal to SFWMD. The fee is not included in this
work assignment.
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VI. COMPENSA nON FOR SERVICES
The compensation for the work set forth in this Work Order for Tasks 1 through 7 shall be a
lump sum amount of $247,000.00. This fee does not include the WUP application processing fee
required by SFWMD. CDM shall submit monthly invoices to the City. Payments for the lump
sum fee(s) shall be based on percent complete of the project, as supported by written monthly
status reports.
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Summary of Proposed Fees
Labor Cost:
Task 1- Data Collection and Field Inspections
Task 2 - Groundwater Modeling of the Surficial Aquifer
Task 3 - Groundwater Modeling of Floridan Aquifer
Subtask 3.1 - Assist the City in Locating New Floridan Aquifer Well Sites
Task 4 - Prepare and Submit the Water Use Permit Application
Task 5 - Requests for Additional Information
Task 6 - Regulatory Meetings
Task 7 - Project and Quality Management
Subtotal:
Expense Cost:
Task 1- Data Collection and Field Inspections
Task 2 - Groundwater Modeling of the Surficial Aquifer
Task 3 - Groundwater Modeling of Floridan Aquifer
Subtask 3.1- Assist the City in Locating New Floridan Aquifer Well Sites
Task 4 - Prepare and Submit the Water Use Permit Application
Task 5 - Request for Additional Information
Task 6 - Regulatory Meetings
Task 7 - Project and Quality Management
Subtotal:
$ 12,000.00
$120,000.00
$ 50,000.00
$ 10,000.00
$ 25,000.00
$ 7,500.00
$ 8,000.00
$ 2,500.00
$ 235,000.00
$ 2,000.00
$ 3,000.00
$ 2,000.00
$ 2,000.00
$ 1,000.00
$ 1,000.00
$ 250.00
$ 750.00
$ 12,000.00
Total Cost: $247,000.00
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VII. DELIVERABLES
. CDM will prepare a draft permit application report for review and comment by the City.
. CDM will provide four (4) copies of the final permit application to the SFWMD and four (4)
copies to the City.
. CDM will prepare and submit a response to one (1) SFWMD RAI in support of the permit
application.
VIII. PROTECT SCHEDULE AND COMPLETION DATES
The duration and completion times of all tasks are summarized as follows:
Task
Time to Complete from Notice to Proceed (Working Days)
Task 1- Data Collection and Field Inspections 90
Task 2 - Groundwater Modeling of the Surficial Aquifer 120
Task 3 - Groundwater Modeling of Floridan Aquifer 90
Subtask 3.1- Assist the City in Locating New Floridan Aquifer Well Sites 90
Task 4 - Prepare and Submit the Water Use Permit Application 150
Task 5 - Request for Additional Information 240
Task 6 - Regulatory Meetings 30
Task 7 - Project and Quality Management 240
The project as described above will be completed 240 working days from the time a notice to
proceed is received.
File: OOOO-DLCNB-MG.BB
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CDM shall not commence work on this Work Order as approved by the City to include as part
of the Agreement referenced above without a written "Notice to Proceed" from the Director of
Utility Services.
APPROVED BY:
CITY OF BOYNTON BEACH
By:
~
Kurt Bressner
City Manager
Dated this t- day of -dv ~
2007
SUBMITTED BY:
CAMP DRESSER & MCKEE INe.
By:
01 if: {J)j
David L. Collins, P.E., BCEE
Associate
Dated this -1.5:day of
~ n -<....
2007
CDNI
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