R97-181RESOLUTION R97-/,¢/
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF BOYNTON BEACH, FLORIDA, AUTHORIZING
AMENDMENT TO THE PROFESSIONAL SERVICES
CONTRACT BETWEEN THE CITY OF BOYNTON BEACH
AND CAMP, DRESSER & McKEE, INC., TO PROVIDE
FOR EXPANSION OF SERVICES TO INCLUDE
CONTINUING CONTRACT SERVICES RELATED TO THE
STORM WATER MASTER PLAN; PROVIDING
AUTHORITY TO THE MAYOR TO EXECUTE THE
AMENDMENT AND PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, the City entered into an Agreement for ProfessiOnal Services
with Camp, Dresser & McKee, Inc., on December 16, 1991, hereinafter
"Agreement"; and
WHEREAS, the AGREEMENT contemplated continuing engineering
consulting services in conjunction with the development of a master storm water
management program; and
WHEREAS, the City, in conjunction with redevelopment efforts in and
near the land which is the subject of the master storm water management
program has requested further evaluation, data development, and
recommendations regarding storm water management; and
WHEREAS, Camp, Dresser & McKee, Inc., have proposed additional
services related to storm water management such services being within the
anticipated scope of their original AGREEMENT; and
WHEREAS, the City Administrative staff has made recommendations to
the Commission supporting the expansion of services proposed by Camp,
Dresser & McKee, Inc.; and
WHEREAS, amendment of the AGREEMENT in the manner hereinafter
set forth will facilitate the fasttracking of the storm water management project.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF BOYNTON BEACH, FLORIDA, THAT:
Section 1. The City Commission hereby confirms the foregoing
whereas clauses are true and correct findings of the Commission necessary to
support ~his Resolution.
Section 2. The City Commission does hereby authorize the Mayor to
execute an Addendum to the Agreement for Professional Services between the
City and Camp, Dresser & McKee, Inc., to expand a scope of services as
described in Engineering Services Work Authorization #4, dated October 9,
1997, a copy of which is attached hereto as Exhibit "A" and the Storm Water
Discharge Well Scope of Services ( to be designated Work Authorization #3)
attached hereto as Exhibit "B".
Section 3. Funding for the revised Scope of Services will be from the
funds available in the 1996 Series Bond Issue and are capped as follows,
unless amended by Resolution of the City Commission:
Work Authorization #3 $82,170.00
Work Authorization #4 $378,581.00
Section 4. This Resolution shall become effective immediately upon
passage and adoption.
PASSED AND ADOPTED THIS
1997.
DAY OF
ATTEST:
Ci~ Clerk
CITY OF BOYNTON BEACH, FLORIDA
Vice~,,¢ ay. or~ ,
Commissioner
WORK AUTHORIZATION NO.
ENGINEERING SERVICES WORK AUTHORIZATION
4 DATE: October 9, 1997
CDM PROJECT NO.
I. PROJECT DESCRIPTION
Design, permitting and bidding services for regional facilities. Implementation for Basin
1 in the Downtown Watershed.
II. CONTRACT REFERENCE
This Work Authorization shall be performed under the terms and conditions described
within the Master Agreement for Stormwater Utility Projects'dated the 16th day of
December 199t by and between the City of Boynton Beach and Camp Dresser & McKee
Inc.
III. SCOPE OF SERVICES
IV.
The City has requested this scope of services to update and implement ~the Stormwater
Master Plan for the Downtown Watershed within the corporate boundaries of the City
(Study Area). The Downtown Watershed is essentially bounded by NE 10th Avenue to
the north, the Intracoastal Waterway to the east, Seacrest Boulevard to the west and SE
5th Avenue to the south. The Engineer will design and permit a regional facility plan to
provide retrofit treatment and attenuation of runoff from existing and proposed
development in Basin 1.
Attached herewith are the Scope of Service and Exhibits A through D which detail the
work effort for this Work Authorization:
PROJECT STATUS REVIEW
The Engineer shall provide the City with a stormwater facility design and necessary
permits to implement improvements for the Downtown Watershed.
PROJECT SCHEDULE AND DELIVERABI
The Engineer shall commence services immediately upon authorization and complete all
services requested by the City within a period of 9 months from receipt of written notice
to proceed or the Engineer's receipt of survey data, whichever is later.
jm1146.wpd
October 9, 1997 I
VI. CONSULTING ENGINEER INSURANCE REOUIREMENTS
Workers' Compensation Insurance in accordance with Florida Statutes.
Comprehensive Automotive Liability with a minimum coverage of $1,000,000 annual aggregate
for bodily injury or accidental death.
Comprehensive General Liability with a minimum limit of $1,000,000 annual aggregate covering
property damage.
Liability. for Property Damage, while operating motor vehicle, with minimum limits of
$1,000,000 annual aggregate.
Contractual Liability including limits established for Items VI B, C, andD. above.
Professional Liability with minimum limits of $1,000,000 annual aggregate.
VII. COMPENSATION FOR SERVICES
The total amount to be paid to the Engineer by the City of Boynton Beach under this
Work Authorization for Tasks 1 through 9 services shall not exceed the upper limit
amount of Three Hundred Seventy Eight Thousand, Five Hundred Eighty One Dollars
($378,581). The Engineer will invoice the City on a monthly basis as required for
payment.
Exhibits A through D detail the Budget Estimate for Tasks 1 through 9.
VIII. TERMINATION
This Work Authorization may be terminated by the City, upon thirty (30) days written
notice to the other party; If terminated, the Engineer shall complete, and shall be paid for.,
services rendered through the date of termination.
[REMAINDER OF THIS PAGE LEFT BLANK INTENTIONALLY]
jm1146.wpd 2
Octobea- 9. 1997
/j, Scott Mil!er_
October 15, 1991
Page 2 '
IMPLEMENTATION
The third and final segment, implementation, concerns the
ordinances, billing and public education necessary.for the
installation of the user fee. Many of the functions of the
existing water and sewer utility can be adapted to perform
these tasks. Since the tasks to be performed by the
consultant cannot be determined now, no scope or fee
schedule is submitted.
Alternatives
We instructed C.D.M. to structure their proposal and cost
sc~edule to provide as basic a master plan as needed to meet the
obligations for our Comprehensive Plan and information
re¢'uirements for the Storm Water Funding Study. We further
ln~'tructed them to provide a scope of services and fee schedule
for the first two segments of the study so both could be approved
si; ultaneously if Commission so agreed. The Justification for
th: s approach is to shorten the time to implementation and
miz lmize the initial cost. It is our intention that the master .
plan, so structured, could be revisited in three to five years
after implementation of the storm water utility. This approach
wi 1 provide for a more knowledgeable master plan development in
th later phaser since current data, regarding operation and
ma ntenance cost and flooding areas, is inadequate in the absence
of any department to record.
It
bo1
sim
con
of
ommendation
is the recommendation of this staff that Commission approve
h the Master Plan and Storm Water Funding studies
ultaneously., To aid in this decision, scope of services and
sultant fee schedules have been included as back up. Also
luded are xerographic copies of photos of the five flood areas
which only the first three will be studied in depth in this
initial master plan.
/gb
Mike Kazunas
Bob Kenyon
File
IN WITNESS WHEREOF, the parties have hereunto set their hands the day and year first above
written.
CAMP DRESSER & MCKEE INC.
Donald G. Munksgaard, P.E., DEE
Senior Vice President
CITY OF BOYNTON BEACH, FLORIDA
file: 0000-DGMNB-MD.DGMWP
jm1146, wpd
October 9, 1997 3
CITY OF BOYNTON BEACH
STORMWATER IMPROVEMENTS
DOWNTOWN REGIONAL FACILITY DESIGN - BASIN I
SCOPE OF SERVICES
OCTOBER 1997
CAMP DRESSER & MCKEE INC.
INTRODUCTION
For the purpose of this scope of services, the term CITY refers to the City of Boynton Beach,
Florida and the term CDM refers to Camp Dresser & MCKee Inc. CDM will provide design,
permitting, and bidding services for three downtown regional wet detention facilities in the City
of Boynton Beach to provide retrofit treatment and attenuation of excess runoff from the City
prior to discharge to the Intracoastal Waterway. The retrofit detention ponds will serve about 40
acres of tributary area in Basin 1 of the Downtown Watershed (east of US-I). The CITY desires
to "fast track" this project to proactively address water quality and to coincide with ongoing
downtown redevelopment efforts.
The design services provided by CDM will include the preparation of contract documents,
construction plans, specifications, a construction cost estimate, and an annual operation and
maintenance cost estimate. The permitting services provided by CDM will include the
engineering required to obtain the necessary permits to construct this project including an
Environmental Resource Permit (ERP). It is anticipated that there will be three permits as
discussed in Task 6.
CDM will also provide engineering services during bidding related to pre-bid activities, addenda,
and bid opening. CDM has provided the scope for construction services, but not included them
in the budget proposal at this time.
The engineering services to be provided by CDM are more specifically described below.
BACKGROUND
The City of Boynton Beach (CITY) entered into a professional services agreement with CDM
(Engineer) to develop a Stormwater Master Plan, assist the CITY in preparation of an
Environmental Protection Agency (EPA) National Pollutant Discharge Elimination System
(NDPES) Municipal Separate Storm Sewer System (MS4) permit application, and assist in
implementation of facilities and funding.
CDM is updating the Stormwater Master Plan for certain areas within the corporate boundaries
of the City Downtown watershed. CDM has provided a letter report estimating the regional
bpOa14.wpd
Page 1 of 12
facility needs and capital costs to provide retrofit treatment of runoff from existing and proposed
development in the City's Downtown watershed (approximately 346 acres), which is essentially
bounded by the NE 10th Avenue to the north, the Intracoastal Waterway to the east, Seacrest
Boulevard to the west, and SE 5th Avenue to the south.
The City has identified fourteen potential parcels for use as regional detention sites. Four of
these parcels appear necessary to serve Basin 1 (A, B, D, and E). Parcel C would also be
desirable if available.
The following preliminary design elements have been identified by CDM and will be included in
the design and permitting services:
A pond that includes construction of a 0.25 acre pond (Parcel A), a 4.75 acre regional pond
(Parcel B), and a 1.2 acre regional pond (Parcels D and E). These three ponds will be
interconnected.
· The three ponds will be interconnected with pipes form 18 inches to 60 inches with
approximate length of 5500 LF.
· An outlet structure to control the flow to the outfall.
An outfall that either parallels the Florida Department of Transportation (FDOT) outfall for
Boynton Beach Boulevard or street flows into the mangrove wetlands along the Intracoastal
Waterway.
· Treatment of the first 1.0 to 2.5 inches of runoff from the area, and a 14-day hydraulic
residence time in the ponds during the rainy season.
· An equalization channel or closed conduit between the three ponds.
· Baffle boxes at the pond inlets to provide pretreatment of solids and floatables to facilitate
maintenance.
Based on this background, the following tasks will be performed by CDM and the CITY as
noted:
TASK 1 - DATA ANALYSIS AND SURVEY
CDM will provide needed survey, utility inventory, and geotechnical data through the use of
Subconsultants CDM will request existing utility lines be field delineated by the CITY in the
O °
r ad rights of way and by hand marking needed data and locations on CITY-supplied
lt°Pographic aerial maps along prehmmary stormwater pipeline routes. CDM will compile and
review the CITY-supplied data.
CDM will have a wetlands scientist perform a wetland jurisdictional determination on Parcels A,
Page 2 of 12
B, C and D. The wetland line will be flagged and numbered. The line will be surveyed after the
SFWMD and United States Army Corps .of Engineers (USACOE) have verified'the'wetland line
for each parcel. CDM will inclUde potential Wetlands on the respective pond plan design sheets.
CDM will have a wetland scientist visit Parcels A, B, C, and D to determine the vegetative
comm~ty types present on-site and
not listed
maintained by the' Fish
TASK 2, ENVIRONMENTAL'AUDIT
The City of Boynt°n Beach is acquiring property located in downtown Boynton Beach to
implement the stormwater master plan and improve discharge water quality. Parcel A comprises
0.25 acres of vacant land. Parcel B comprises 4.75 acres and is vacant land with no structures on
the property.: Parcels D and E comprise 1.2 acres and are also vacant land.
Prior to purchase of these Parcels, the City of Boynton Beach desires to investigate the overall
environmental condition of the property to identify any existing or potential environmental
liabilities associated with hazardous substances, materials, Or wastes due to current or previous
use of the property. To fulfill this objective, CDM will perform aPhase I Environmental
Assessment (EA). The EA will consist of the follOwing activities:
· An on-site visit to inspect the property to identify visible evidence of releases of hazardous
substances, waste, or materials.
Evaluation of adjacent properties to identify potential sources of environmental
contamination that has or could potentially affect the subject property. This evaluation will
involve observing the adjacent properties where possiblei without accessing the properties.
Inquiries will also be made with City and County environmental agency personnel about
known sites with environmental compliance concerns in the adjacent vicinity of the subject
properties.
Review of available historical records to evalUate the historical use of the properties. Site-
specific reports, aerial photographs, Chain of Title search, and other available property
records will be reviewed. The current property owner or owner's representative will also be
interviewed regarding the property use and history, if possible.
Inquiry with federal, state, and local environmental regulatory agencies to determine if there
are non-compliance notices or permit violations against current or pervious property owners.
This task will include a review of regulatory database information for the subject property
and surrounding properties within a 1/2-mile radius.
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Page 3 of 12
No environmental samples will be collected for the Phase I EA. The CITY will be immediately
notified in the event any Phase II audit activities involving sample collection/analysis or further
in-depth evaluations are recommended as a result of the Phase I EA findings. Potential Phase II
EA services would be performed under a separate authorization. The methodology and findings
of the EA will be presented in a draft letter report for the CITY's review. A final letter report
incorporating the CITY's review comments will then be prepared.
The draft letter report will be provided Within four weeks of authorization: to proceed.
TASK 3 - SOUTH FLORIDA WATER MANAGEMENT DISTRICT
PREAPPLICATION MEETING
CDM will meet with the SFWMD and CITY staffto discuss permitting issues, including pre-
versus post-development improvements, potential drain wells, wetlands issues and retrofit
treatment.. CDM.WIll produce a summary letter of issues discussed at the meeting. These
permitting requirements will be incorporated into the design plans and specifications, as well as
the joint application for an Environmental Resource Permit (ERP) from the SFWMD and United
States Army Corps of Engineers (USACOE).
TASK 4 - PREPARATION OF CONTRACT DOCUMENTS
CDM will prepare construction contract documents, including design plans (drawings), and
~pecifications suitable for inviting constructio, n bids for this project. The contract forms, bidding
instructiOns, and administrative procedures will utilize the Engineers Joint Contract Documents
Committee (EJCDC) bidding documents. The technical specifications will utilize the
?onstmction Specifications Institute's sixteen division, three part format. The design will include
detailed drawings, specifications, tables, charts, schedules, and other documentation as may be
necessary for the project.
CDM will evaluate and design the site improvements, three interconnected detention ponds,
~nterconnectmg conveyance and control structures. This evaluation will be based upon the EPA
S
WMM computer model. CDM will provide up to 35 design plan sheets as listed in Table 1.
At approximately the 30%, 60% and 90% completion levels of the contract documents, CDM
will submit one reproducible set of progress [trails of the contract documents to the CITY for
review (plans and specifications). CDM will also conduct review meetings with the CITY
(Task 8) and address appropriate CITY review comments.
CDM will submit three copies, and one additional reproducible set of final contract documents to
the CITY one week prior to the initial bid advertisement for the project. The reproducible copy
will include a set of design plans on vellum and a hard copy of the specifications.
Page 4 of 12
TASK 5 - COST ESTIMATE AND PHASING PLAN
CDM will develop an estimate of probable construction cost for the project as well as annual
operation and maintenance cost estimates. CDM will develop a phasing plan for the construction
construction, for, the
cost prior itoi the. opening of bids.
TASK 6- PERMIT ASSISTANCE
CDM will prepare up to three applications fOr permits which will be required for this project:
Permit-related work shall include furnishing required data, drawings, and other information
associated with the permit application forms.. CDM will submit the permit applications to the
CITY for review and meet with the CITY to. discuss the CITY's review comments (Task 8).
CDM will incorporate
review and approval. Permit application fees :will be paid by the CITY. ~:to be
obtained shall include those permits required by:
· South Florida Water Management District/United States Army Corp of Engineers.
· Palm Beach County Environmental Resource Management (ERM).
· Florida Department of Transportation (FDOT) utility permit to cross Ocean Avenue and US 1
with pipes to interconnect the regional facilities.
The Contractor will obtain the City of Boynton Beach Building Permit.
CDM will provide one agency Request for Additional Information (RAI) response as part of this
budget for each permit application. Additional RAI responses will be additional services to this
Agreement as identified in Task 11.
It is our understanding that an EPA NPDES Notice of Intent for disturbing a project area greater
than five acres is not required for this project.
TASK 7, SERVICES DURING BIDDING
CDM will provide the following services during bidding: Answer questions posed by
prospective bidders according to the gUidelines established in the bidding documents; attend the
pre-bid meeting and pre-bid site visit; distribution of non. refundable plans and .specifications;
prepare and submit up to two addenda to the CITY for distribution prior to receipt of bids; attend
the bid opening; and review bids. The CITY will provide plans and specifications to potential
bidders.
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Page 5 of 12
TASK 8 - MEETINGS AND PRESENTATIONS
A series of up to 10 meetings will be held for the project.
·
These include:
One kick-off meeting~
· SF~ pre-application meeting.
· 30% design review.
· 60% design review.
· 90% design review and permit application review.
· Meeting with SJRWMD to present the design and ERP application.
· One field meeting with Agency staff.
· One meeting to present final design to CITY staff.
· One presentation to City Council.
· One presentation to the SFWMD Governing Board (if necessary).
TASK 9 - FINANCIAL ASSISTANCE
CDM Will assist the CITY in Financial evaluations as listed below:
9.1 Financial Analysis - CDM will apply unit rates to the total annual costs and determine
whether the charge per ERU is adequate to produce sufficient revenue coverage. Based
on efforts defined in previous tasks, CDM will determine the necessary charge per ERU.
9.2 Assessment of Availability Charge - CDM will consider alternative methods to charge
parcels in the Downtown Watershed an equitable fee to recover the capital cost of
regional stormwater facilities in Basin 1. CDM will use the regional cost estimates from
Task 5 and quantify two potential alternative fee structures to allocate costs. Potential
structures will include parcel relative runoff volume based on imperviousness and parcel
area relative to basin area. CDM will meet with CITY representatives to discuss
alternatives and document findings in a brief letter report.
9.3 Grant Funding Assistance - CDM will evaluate various funding sources for the
Downtown Regional Facility Stormwater Improvements for the City of Boynton Beach.
CDM will develop a one page City Profile which includes the demographical information
of the CITY and specific information about the project. Based on the City Profile, CDM
will evaluate available local, regional, state and federal funding sources for the project.
bp08~n.~,~ Page 6 of 12
Specifically, CDM will evaluate the availability of funds from the South Florida Water
Management District (SFWMD), Florida Department of Transportation (FDOT), Florida
Department of Community .Affairs (FDCA), Florida Department of Environmental
Protection (FDEP), U.S. ArmyCorp of Engineers (USACOE), U.S. Environmental
Protection Agency (USEPA) and other federal agencies such as Housing and Urban
a 2 to 3 ect
action to
obtain funding.
TASK 10, ADDITIONAL SERVICES (Not budgeted at this time.)
During the project, the CITY may need Additional Services of CDM. Upon written
authorization from the CITY, CDM will provide the following services on a time and material
reimbursement basis or as may be negotiated with the CITY:
· RAI responses beyond one response in Task 6.
· Additional meetings beyond those listed in Task 8.
Services resulting from significant changes in the general scope, extent or character of the
project or its design including, but not limited to, changes in size, complexity, or character of
construction; and revising previously accepted studies, reports, design documents, or contract
documents when such revisions are required by changes in laws, roles, regulations,
ordinances, codes, or orders enacted subsequent to the preparation of such studies, reports, or
documents, or are due to any other causes beyond CDM's control.
· Providing renderings or models for the CITY's use.
· Services to make measured drawings of or to investigate existing conditions of facilities, or
to verify the accuracy of drawings or other information furnished by the CITY.
· Preparing documents for alternate bids requested by the CITY for the 'Contractor's work
which is not executed or documents for out-of-sequence work.
· Providing property surveys or related engineering services needed for the transfer of interests
in real property.
· Preparing to serve or serving as a consultant or witness for the CITY in any litigation,
arbitration, or other legal or administrative proceeding involving the project.
· Assistance to CITY for grants or loans to implement the project beyond What has been
identified.
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Page 7 of 12
· Potential design adjustments or changes during construction due to field conditions not
identified by the CITY in Task 1.
· Potential Phase II environmental audit or field sampling services.
· Potential construction services in Task 11. Construction services will be based on a
construction time of 270 days.
· Provision of a stormwater pump station, if required.
TASK 11 - GENERAL SERVICES DURING CONSTRUCTION (Not budgeted at this time)
Consultant shall provide General Engineering Services during the proposed contract construction
period of 270 days (gmonths) to Substantial Completion. General Engineering Services shall
include the following:
11.1
Preparation of formal contract documents for the award of the construction
contract (distribution of copies will be performed by CITY)
11.2
Consult with and advise the CITY and act as its representative as provided .in the
General Conditions of the Construction Contract.
11.3
Provide project and quality management comprised of periodic project status
reporting meetings and submittal of monthly status reports, project administration
activities including project records and information on the contract.
11.4
Conductthe preconstmction conference and monthly progress meetings during
construction, generate and distribute copies of minutes of these meetings.
11.5
Issue instructions of the CITY to the Contractor; issue necessary sketches,
interpretations and clarifications of the Contract Documents; have authority, as
the CITY's representative, to require special inspection or testing of the work; and
act as initial interpreter of the requirements of the Contract Documents pertaining
to the execution and progress of the work.
11.6.
Review and approval of shop drawings and samples, the results of tests and
inspections and other data which the Contractor is required to submit. The costs
of reviewing substitute products as submitted by the Contractor, shall be
separately billed to the CITY and payment made to Consultant. Reimbursement
to the CITY, by the Contractor, shall be as defined within the construction
Contract Documents.
11.7
Make periodic visits to the site at intervals appropriate to the various stages of
Construction to observe, as an experienced and qualified design professional, the
progress of the executed work of the Contractor and to determine, in general, if
Page 8 of 12
11.8
such work is proceeding in accordance with the Contract Documents. During
such visits and on the basis of on-site observations, the Engineer shall keep the
CITY informed of the progress of the work, shall endeavor to guard the CITY
against defects and deficiencies in such work and may recommend disapproval or
rejection of work as failing to conform to the Contract DocUments.
Based on
and on the
schedules,
writing, payments
and
in
11.9
11.10
11.11
11.12
11.13
11.14
Maintain a computerized document:
of documents and shop drawin~
ect.
Conduct site visit(s) to determine if the project or portions thereof are
substantially complete in accordance with the prepare and
issue the punch list and certificate
completion/correction of punch list items through site visits as necessary.
accordance with the Contract Drawings.
Provide services in connection with preparing final certifications of completion of
construction to regUlatory agencies at the time of final completion of construction.
Provide services in connection with preparing change orders to reflect adjustments
to the construction project. This task does.not include any legal assistance, nor
evaluation of major claims (over $50,000) submitted by the contractor.
Processing of changes requested by the CITY are included to the extent that they
do not require additional design or engineering.
If additional design, redesign or engineering is required, through no fault of the
ConSultant, additional fees may be required, and if so, will be negotiated prior to
performing any such design, redesign or engineering.
Perform review of the contractor's initial schedule and review of the contractor's
monthly updates; keep CITY informed of any perceived problems with the
schedule.
Incorporate as-built information Provided by the contractor into a set of Record
Drawings. Within 60 days of final completion of the construction contract deliver
one complete set of reproducible drawings and AutoCAD files of the Record
Drawings.
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Page 9 of 12
SCHEDULE
The design work and ERP application will be prepared and submitted by December 31, 1997. It
is anticipated that all tasks will be completed in six to nine months after Notice to Proceed. The
duration of permit review by the agencies will determine the final schedule.
BUDGET
The budget for Tasks 1 through 9 is a Not to Exceed amount of $378,581. CDM will invoice
monthly based on incurred costs up to the Not to Exceed limit. The subconsultant services will
be provided as Not to Exceed contracts as well. The additional services in Tasks 10 and 11 will
be negotiated at a later date.
boOS'14.wpd Page 10 of 12
CITY OF BOYNTON BEACH
STORMWA TER IMPROVEMENTS
DOWNTOWN REGIONAL FACILITY DESIGN- PHASE I
COVER, LOCATION MAP
LEGEND ;AND NOTES
E
=E PLAN AND
LE 3
PROFILE 5
PROFILE 6
~FILE 7
12
OCEAN AVENUE
:EAN AVENUE
AT NE 4TH AVE
;HEET
,¸4
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
34
35
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Page 11 of 12
EXHIBIT A
City of Boynton Beach
Stormwater Improvements
Downtown Regional Facility Design - Basin 1
NOT TO EXCEED
Total CDM Salary Cost - Tasks 1 - 9
Outside Professional (2)
Other Direct Costs (3)
TOTAL - NOT TO EXCEED
(1) Table B-2
(2) Table B-4
(3) Table B-3
$316,940
$38,420
$23,221
$378,581
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10/8/97
Page 1
Direct Costs
EXHIBIT C
City of Boynton Beach
Stormwater Improvements
Downtown Regional Facility Design - Basin 1
SUMMARY OF DIRECT COSTS
OTHER DIRECT COSTS NUMBER COST! TOTAL
kUTOCAD 720 $12.00 $8,640
MICROCOMPUTER 400 $6.00 $2,400
DATA ACQUISITION ' 1 $100.00 $100
AERIAL PHOTOGRAPHS 10 $6.00 $60
FEDERAL EXPRESS i5 $30.00 $450
POSTAGE 300 $0.32 $96
TELEPHONE 20 $10.00 $200
AUTOMOBILE MILEAGE 4,000 $0.30 $1,200
AUTOMOBILE RENTAL 10 $75.00 $750
AlP, FARE :4 $200.00, $800
MEALS 20 $30 00 i $600
ROOMS 15 $85.00' $1:,275
PLAN SET copras 900 ' $2.00 $L800
MYLARS 30 $40.00 $1,200
SEPIAS 30 $40.00: $1',200
COPIES 20,000 ~ $O. lOi $2,000
REPORT BINDINGS 50 $ i.00: ' $50
PRESENTATION BOARDS 20 $20.00: $400
TOTAL $23,221
bpOS15.xls
10/8/97
P~el
09/25/1997 17:31 4076895955 I:~I,4<ELEERGER ENGR PAGE 02
SEP 25 '97 05:25P~
)DUNKELBERGER ENGINEERING & TESTING, INC.
· Geotecl~nical · Materials Testing/Inspection · Environmental
Cemp Dresser and McK~ ~nc.
1950 Summit P~'k Drive
Suite 300
Orlando, l:lorid~ 32S 10
September 25, 1997
Proposal No. P-97-21-568
Attention:
Subject:
Stennwater Improvment Project
Boynton Beach, Florida
As verb,,lly requested by your Mr. Stewart lt~___senheirner, P,O., we are pleased to submit this
proposal for 8eotechnical services in connection with the desisn of the abovc-re~erencod project,
We understand that the project is to include construction of stonnwater piping (48 inches in
diameter), a sheet pile bulkhe~, and possibly one (1) new pump station structure. As presently
planned, the ba~e slab of the wet well in the pump station will bottom ~t about 15 .feet below the
existing ground n rt'aco.
Our proposed fl~d services for the project will involve drilling six (6) Standard Penetration Test
(SPT) borinl~ to a depth of 25 feet near the bulkhead location, three (3) optional SPT borings,
also 25 feet deep, ~r the proposed pump station and twenty (20) auger borin~, each 15 feet
deep, along the pipeline alignment. Further, our services will include laborato~' review of the
recovered soil samples, laboratory testing of select sempies, and prepa~tion of an engineering
report presenting the soils data and geotechnicsl design recommendations pertaining to
foundation support, piPe bedding, excavations, backfills, lateral earth pressures, and dewatering.
In addition, a nearby area that is SUspected to contain surt'~ce organic soil ("muck") will be
explored with a minimum of' 12 hand probes. That data will be summarized and made part of the
We are in a position to begin the test borings within several days atter receiving your notice to
proceed. We will coordinate the field activities with you and the utility personnel a~ may be
necessary. The coordinefion will include veri~ing equipment access and utility clearance at the
boring locations.
154S Donne Road · West Palm Beach, Florida 33409
Telephone (561) 689-4299 * Fax (561) 689-5955
01/!6/1992 21:17 14074787B22 FRS & ASSOCIATES PAGE 82
OCT 07 '97 0~:33PN
F.R.S. & ASSOCIATES, INC.
g01 NORT]4PoIEr PAi~ONAY
WEST PALM BEACH, FLORIDA 3:M07-1 ~3
LAND ~URVEYORS
LJadO PLANNERS
C.~RY P. WILL JAMS, P.L$.
October 7, 1997
PLt. John Ladner
Camp, Dresser & HcKee, Inc.
2301 Maitland Center Parkway
Suite 300
Maitland, Florida 32751
Dear Nr. Ladner:
F.R.S. & Associates, Inc. is pleased =o submi~ for your
considerat£On the enclosed proposal for conducting land surveying
services. We propose to provide ~hese professional services to
Camp, Dresser & McKee, Inc., am .shown in Exhibit
accordancewiththe terms and conditions set forth in
and "C" included within our proposal.
Please review the Scope of Work and fee shown in Exhibit "A#; there
may be some items that you ~eel are unnecessary or are being
suppliedbyo~her sources. If you have any questions or COmments,
do not hesitate to con,act us.
If you would like us to proceed with the work, please execute one
copy of our proposal, and return i= to my attention a~ your
earliest convenience, we are looking forward ~o working with you
on this project.
Sincerely,
F. R.S. & AS~CIATES, INC.
Gary P. Williams, P.L.$.
Director of Survey
OW:pp
~nc.
proposal\cdm, sdi
TELEPHONE (S~1) 4~a-7178
'FAX (~81) 476,792~
PAGE 83
8i/15/1~92 21:17 i~074787922 FRS & ASSOCIATES OCT 87 '97 0~:33PM
FOC~X~XT '°A"
8¢OPZ OF 8F~VXCF~
FOR
¢ITX OF BOL'NT~ BF~CI[ IITORKIFAT:B~ DPJLTMAd~ ]3~]~OVBM~NTB
asz'v$cee will bo done on · hou,c~l:)al~l al outlined ~n Exhibit "C".
DES~PTION OF WOP. K A~.~Az A PORTION OF S.E. 1ST AVENUE EAST OF U.S.
~1, S.E. 6TH STREET FROM S.E. 2ND AVENUE TO THE EASTERLY'EXTENSION
OF BOYNTON BEACH B~VD., BOYNTON BEACH BLVD. FROM THE EXISTING EAST
END TOTHE INTRACOASTALWATERWAY, N.E. 4TH AVENUE FROM APPROXIMATE
WEST R/W OF U.S. $1 EAST TO THE WEST SIDE OF DRAINAGE AREA "B",
A?~-EY WAY JUST EAST OF U.S. ~1, FROM N.E. 4TH AVENUE TO .E. 5TH
AVENUE, A PORTION OF N.E. 6TH~ AVENUE FROM ALLEY TO
MANGROVES AND NORTH THROUGH HARBOURHALL ~ SOUTH
LINE OF BOYNTON BEACH, OCEAN AVENUE FROM S.E, WEST TO
~UST WEST OF U.S. #1. SEE ATTACHED HIGHLIGHTED MAP.
ESTABLISH BASELINE AT 100' INTERVALS IN PIPE CORRIDOR AREAS.
TIE-IN PROPERTY CORNERS TO ESTABLISH THE RIGHT-OF-WAY OF THE
ABOVE REFERENCEDROADS.
VERTICAL CONTROL- SET BENCHNARKS ALONG PIPE CORRIDOR AT 600
INTERVALS.
LOCATION OF ABOVE GROUND MANMADE IMPROVEMENTS (EX.:PAVEMENT,
UTILITIES, FENCES, ETC.).
CROSS SECTIONS AT 100' INTERVALS ALONG PIPE CORRIDOR TO EXTEND
25~ OUTSIDE OF RIGHT-OF-WAY.
TIE-IN UNDERGROUND UTILITIES. (UTILITIES TO BE MARKED BY
O HERS).
AS-~UILT DATA ON STORM & SANITARY STRUCTURES ALONG CONRIDORS.
VERIFY TOPOGRAPHIC ELEVATIONS BY SPOT ELEVATIONS ON DRAINAGE
AREA "B" (TO WEST EDGE OF MANGROVES).
N"ERIFY TOPOGRAPHIC ELEVATIONS BY SPOT ELEVATIONS ON DRAINAGE
AREAS "A", "D" AND
89/25/1997 i7:3i 4876895955 DUNKELBERGER ENGR PAGE 83
SEP 25 '97 05:~5PN
Camp D~ ~ McKe~ Inc,
Propo~i No. P-.97-21-.$68
Pag~ 2
Based upon our general knoWlcd~ of ~ subma'Fac~ conditions of' th~ site area and an
interpretation of your requirements,-we are willing to provide the s~rvicts d~scrib~l above rot ·
not-to-exceM budget amount of $!;700 to S6,400, with the upper-bound amount including tl~
pump ration borings. A breakdown ofthe budget amount is furnished on the attachment.
Wo appreciste tim opponuni~ to submit this proposal and'look forward to b&ing of service. If
you have questions or need additional information, please call.
Sincerely,
cc: Addresse~ (:2)
Attachment: Budget Estimate
Accepted this e-~,~ day of_~_~-z-~ ~', 1997
Ap PROVE D/~'~,T'~FO R M:
CI~'Y ATTORNEY
SEP 25 '97 OS:2SPM
Proposal No. P-97-21-$68
ATF. A~
Budget Estimate
Geotechnicsi Services
L
Project Stsrtup snd Coordination
F. ngin~s l~x~~c~ and Coordination:
2 @ :60. °ur ..................................
Utility Clurafl~ and Stakins: 5 hours (~ $3$.00/hour ...................
Mobilization ofDrill Ria and Crew ..................................
Field Explorations
A.
B.
C.
D.
Bulkhead: SPT borings - 6 x 25' ~ S8.$O/L.F ............................ L..
Pump Station: SPT borings - 3x 25' ~ S8.50/L.F. (optional) ........
Muck Area: 12 hand probes x 8 L.F./probe ~ S3.00/L.F ....... : ........
?il~iine: Auscr Borir~s - 20 x l~' (~ S6.S0/L.F. ............................
120.00
175.00
!00.00
1.275.00
(637.~o)
288.00
1.9~0.00
Laboratory Soib Testing
Ensinecr's ltevicw end Ch.tqificalion (per ~hc United System)
of Soil Samples: 1 hour (~ $60.00/hour ..............................
Sieve Analysis: 4 samples (~ $45.00 ~tch ..................................
Organic Content: 6 simples ~ S30.00 each ..................................
IS0.00
180,00
Office Engineering and RepoFt (dsm summary, calculations,
meetings and report prepsration)
B.
C.
D.
Principal En$inecr: 4 hours (~ SS5.00/hour .................................. 340.00
Sta.ff~neer: 8 hours (~ $60.0G/hour .................................. 480.00
CAI)D/Graphics: 10 hours @ $40.00/hour .................................. 400.00
Word Processin$: 6 hours (~ $30.00/hour .................................... 180.00
ESTIMATED BUDGET TOTAL
tS S,72L00 to ~S6,36S. S0
WMv~jt pump station
With pump s~ation
8],/16/1992 21:17 14874787922 FRS & ASSOCIATES PAGE 84
OCT 07 '97 08:33PM
CERTIFIED BOUNDARY SURVEY OF DRAINAGE AREAS "A', "B", "D' AND
HEll .
LOCATE 50 POINT LOCATION FINISH FLOOR ELEVATIONS.
PREPARE SKETCH AND LEGAL DESCRIPTION FOR UTILITY EASEMENTS
WHERE PIPE CORRIDOR IS NOT IN ROAD RIGHT-OF-WAY.
ESTIMATE 3 DESCRIPTIONS e $250.00 EACH.
LOCATE 41 BORING HOLES.
LOCATE 50 WETLAND DELINEATION FLAGS (X, Y, Z).
PREPARE AUTOCAD BASE NAP OF DATA COLLECTED (X, Y, Z FILE).
FILE TO BE ON STATE PLANE COORDINATE SYSTEM WITH ELEVATIONS
ON N.G.V.D. 29 DATUM. CONTOUR LINES TO BE SHOWN INSIDE PIPE
CORRIDORS.
NOT TO
ADDITIONAL WORK:
See Exhibits "B" and "C' attached hereto.
If you concur wi~h the foregoing and wish us =o proceed wi~h
aforementioned work, please execute one copy of this proposal and
return the same ~o ~heundersigned. Fees e~ated in this agreement
ars valid for one hundred eighty (180) days from ~he date of this
agreement by
AGREBDTO
~is day of
CAMP, DRESSER & NCKEE, INC.
· 1997.
By:
JOHN LADNER
Titie:
PAGE 85
0]./16,/1992 2].:17 ~,074787cJ22 FRS & ASSOCIATtSS OCT
1
basis. (See Exhibit )
1 an hourly
f Reimbursable expenses shall include printing, courier sevr~.ices
necessary)", and travel time if'outside Palm Beach' County
It is further understood =ha~ failure =o make payment in full
within 30 days from receipt of invoice(s) will cauee a service
charqe of 1.5% per month ~o be added to unpaid balances with the
maximum of 18% per annum. The surveyor may elect ~o delay ~he
perfurmance of further services until suni time as payment is made.
In the even~ of litiga~ion, cCllec~ion fees, in~lu~ing attorney
ousts, cour~ costs, etc. shall be borne by the Clien~
INITIALS'.
CAHP, DRESSER & MCKEE, I~C.
~./~6/~992 21:~7 ~4074787922
FRS & ASSOCIATES
PAGE 06
OCT 07 '97 B~.:33PM
_Once ~he scops of any additional services is dst------= -:-~
~m~nuQ, ~ne.r a
new proposal for same will be submi=.~ed to ~le Client, or work will
2 Man Survey Crew
3 Man Survey Crew
Survey Computer & Technician
Drafting
P.L.S.
$80,00 per hour
$85.00 per hour
$50.00 per hour
$35.00 per hour
$75.00 per hour
Reproduction=:
Blueline Prints (In-house)
Copies
Photostats, Mylar Reproduciblss,
outside Printing, Maps and
Documents
$3.00 per sheet
$1.00 per sheet
At Cost
INITIALS:
F. R. S. f~(~SOCIATES, INC.
CAk~, DRESS~ & MCGEE, INC.
CDM
Camp Dresser & McKee Inc.
6650 Seuthpoint P~rk'way, Suite ~30
J 8Gk$onville, FloriCl~ 32216
Tel; 904281-0170 Fax: 004 281-0323
September 9, 1997
P. 2-"6
Utility Director
Beach Blvd.
each, FL 33437
Subject:
City of Boynton Beach Stormwater
Management Program Implementation
DoWntown Watershed
Stonnwat~r Well Proposal
Dear Mr, Guidry:
As per your request, Camp Dresser & McKee Inc. (CDM) is pleased to present this draft
scope and budget to evaluate, design, permit, construct, and test a pilot stormwater discharge
well in the Doxy=town Watershed. The well would be constructed as close as possible to the
anticipated regional facility site in basin 1 (east of US-l) such that it could become a
production well for the ultimate solution.
] I£you have any questions or comments, please call me at (904) 281-0170.
Sincerely,
CAMP DR.ESSER & McKEE 1NC..
Michael F. Schmidt
~ .
Pnnc~pal
Wate~ Resource g~gineer
enclosure
CC:
Peter Mazzella
Don Munksgaard
Lisa Abemcthy
CITY OF BOYNTON BEACH
STORMWATER DISCHARGE WELL
FEASIBILITY STUDY
SCOPE OF SERVICES
The City of Boynton Beach is considering several alternatives for the treatment and discharge of
excess stormwater in the City's Downtown Watershed. Due to the lack of availability of suitable
land, one of the alternatives under consideration is the use of stormwater wells (sometimes called
drain wells). Such.wells have been constructed and used successfully in other parts of Florida.
To construct such a well, it must first be permitted through the Florida Department of
Environmental Protection (FDEP) as a Class V injection well. The permit application must be
reviewed by the Underground Injection Control Technical Advisory Corn_mi. 'ttte (UIC-TAC) of
which FDEP is 'd',e lead agency, A permit typically requires thst a drainage well be cased to
protect the underground source of drinking water (USDW) which is defined by state regulations
as groundwater having less than 10,000 milligrams:per liter (rog/l) of total dissolved solids
(TDS) content. Drain wells are thus required to have casing installed below the base of the
USDW. At the proposed test ama~ near the Intracoas~al Waterway, rite depth at which the base of
the USDW typically occurs in the surficial aquifer system is greater than 150 to200 feet below
land surface.
This Scope of Services is developed to assist the City in evaluating, designing, permitting,
constructing, and testing the feasibility of using stormwater drain wells in coastaI Boynton Beach
for discharge of excess stormwater runoff. The project is proposed to be completed in t~'o
phases. Phase I of the project involves a preliminar~ assessment as to drain weft feasibility. If
the results ofth~ first phase indicatelthat a suitable site can be selected based on hydrologic,
water quality,, and physical properties, activities associated with Phase II will be implemented as
desired by the City, The majority of the Phase II activities will be focused on the evaluation of
an exploratory welt, including its design, permitting, construction, and testing.
The following Scope of Services incorporates those activities anticipated under Phases I and II of
this project that will be performed by Camp Dresser & McKee Inc. (CDM). For the purpose of
this Scope of Services, the term City refers to the City of Boynton Beach and the term
ENOLNEER refers to CDM.
SCOPE OF SERVICES
Phase I - Prelim.i.n, ary Assessment and Coneeptu0l_Design Devel .opm, ent
To adequately assess drain well feasibility, issues related to aquifer characteristics, permitting
requirements, and physical constraints will need to be studied and evaluated. The Phase I tasks
are designed to accomplish this and will consist of the folloadng tasks.
Task 1.0 - Data and Perrait Feasibility Evaluation
Based. on available data, the ENGINEER will review aquifex ch~acteristics to confirra the
suitability of the geologic, hydrologie; and water quality properties of potential drain well sites in
Boynton Beach As part of this task, stafffrom the.Underground Injection Control (UIC) section
of the FDEP and South Florida Water Management District (SFWMD) will be contacted to
discuss
in Palm
Task 2.0-
Based on the
with rec,
will prepared a technical memorandum.
emorandum along
test well.,
Should the results of the Phase I indicate that there is a high probability of Success in
implementing a from a technical and regulatory viewpoint, the :project will
then proceed to proposed approach, discussed below, has been selected to address
both the technical and permitting aspects of project. The technical : be
developed so tha~ ssue a permit.
Task 1,0 - Permitting Assistance
Under this task, 'the formal permit application to the UIC-TAC,
and submitted by the ENG~EER. In support of the permit application will
and submittal of a. drilling and
information on the geology and
the development of engineering concepts related to well construction,
testin
regu!atc
applicatior
questions meeting,
well design report and specifications as required by permit.
and
Task Z0 - Well Design Memorandum
The ENGINEER will prepare a Well Design Memorandum which will include plan and profile
views of the well in addition to well specifications.
u'.~ - ~-J~;.¢'l I ,.-.U('I JHL.~,bUf'{¥'IL=r P. 5/6
Task 3~0 - Exploratory Well Construction and Testing
To construct the exploratory weIl and to perform the injection test, a drilling company v~ill be
contracted directly by CDM. A eontxact agreeraent for this work will be prepared and executed.
The preIiminary design report and the Class V injection well permit will be used as the technical
guidance documents for the drilling contractor during construction and testing operations. CDM
w/Il provide a project representative to observe that construction activities are being performed in
accordance with the permit and prelimi~ design report, and to assist in the evaluation of
lithologic and water quality data. ConstruCtion obserVation is budgeted on a 75 percent basis.
The sequence of construction will be
zones in the surfieial aquifer system.
hole construction will be used to
the exploratory, well w/Il be
installed to a depth betow the base ¢
is completed, the remainder of the pilot hole wilI 1
injection tested to determine its sUitabili
source will be
zone. If the additional testing
drain well of the system.
a pilot hOle to identify potential receiving
gic data c°llec~ed during pilot
design. Once tiffs is accomplished,
reamed out and a casing will be
After the casing installation
depth and
I be converted to the initial
Task 4.0 - Construction and Testing Report Preparation
nee those act~v~hes m Task ~ 0 have . ~, · ·
......... . . been successfully completed, a report summanzan~ the
,w_.e_a con~stm.cuon..aetails _aju.a re. sting msul~ will ~e prepared by the ENOmEER. The rel~ort will
mscuss me mgnincance ot the testing results as they relate to implementing: an ex anded drai
· ~, P n
wel! program to ser~e the City's needs for stormWater
management
ia
the
Downtown
Watershed.
The results from tiffs evaluation will serve as a template? for ~lesign, permitting, and construction
Of other well~
Task 5.0 - Meetings/Coordination
The attendance of two meetings with
coordinatBn during construction and
mcorporated under thxs task.
for under this task. Additionally,
and the contractor is
MINUTES - REGULAR CITY COMMISSION MEETING
BOYNTON BEACH, FLORIDA
NOVEMBER 19, 1991
Commissioner Aguila moved to adoPt proposed Resolution No.
R91-187. Vice Mayor Harmening secon~d the motion, which carried
.o
e
Proposed Resolution No. R91~188 Re: Approve contract
agreement between the City of Boynton Beach and Camp
Dresser and McKee, Inc., reference the development of a
Storm Water Master Plan and Storm Water Funding Study
(Storm Water Utility) for the City of Boynton Beach
Attorney Cherof read proposed Resolution No. R91-188 by title
only:
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOYNTON
BEACH, FLORIDA, AUTHORIZING AND DIRECTING THE MAYOR AND CITY
CLERK TO EXECUTE AN AGREEMENT BETWEEN THE CITY OF BOYNTON
BEACH AND CAMP DRESSER & MCKEE, INC., TO PROVIDE PROFESSIONAL
ENGINEERING SERVICES REGARDING THE MASTER PLAN/STORM WATER
UTILITY FUNDING STUDY; A:COPY OF THE CONTRACT IS ATTACHED f
HERETO AS EXHIBIT #A"; AND PROVIDING AN EFFECTIVE DATE.
Vice Mayor Harmening moved to approve proposed Resolution No.
R91-188. Commissioner Aguila seconded the motion which carried
5-0.
m
Proposed Resolution No. R91-189.Re: Agreement between
the City of Boynton Beach and Palm Beach County, for a
joint project participation in construction of water mains
along U~ #1, South of Turner Road, to serve the Tradewind
Estates Subdivision and surrounding commercial area in
unincorporated Palm Beach County
Attorney Cherof read proposed Resolution No. R91-189 by title
only:
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOYNTON
BEACH, FLORIDA, AUTHORIZING ADMINISTRATIVE ACTION TO PROCESS
WATER ANDSEWER SERVICE AGREEMENTS FOR THE TRADEWIND ESTATES
SUBDIVISION; AND PROVIDING AN EFFECTIVE DATE.
Vice Mayor Harmening moved to adopt proposed Resolution No.
R91-189. Commissioner Matson seconded the motion which carried
5-0.
Proposed Resolution No. R91-190 Re: Antidiscrimination
Policy on funding and use of facilities
21-
TO:
MEMORANDUM
Utilities #91-519
J. Scott Miller,
City Manager
F ROM:
John A. Guidry,
Director of Utilities
DATE:
October i7, 1991
SUBJECT:
History
Master Plan/Storm Water Utility
Consultant Negotiations Camp Dresser and McKee, Inc.
Agenda Item, November 5, 1991 - City Commission Meeting
On February 7, 1991, the City'requested qualifications for
professional services related to the Master Plan and formation of
a Storm Water Utility. On June 25, 1991, City Commission
selected the firm of Camp Dresser and McKee, Inc. (C.D.M.) as the
best of e firms presenting. Negotiations and exchange of
information h C.D.M. has been on:going since this time. The
results of these negotiations are now ready to be presented to
City Commission for their consideration.
Description
We have broken the task into three segments which can be
performed tndepehdently.
STORM WATERMASTER PLAN
The first segment, Phase I, Storm Water Master Plan, is the
logical first step in any storm water program. The purpose
of this master plan is to define existing conditions,
identify problem areas, develop a capital improvement plan,
estimate costs and make recommendations as to funding
alternates.
STORM WATER FUNDING STUDY
The second segment, Storm Water Funding Study, typically
follows the master plan since it addresses the funding
requirements therein outlined. It's purpose is to balance
the proposed costs against the possible revenue generated by
a user fee. Tasks include: projection of annual costs,
revenue analysis, land parcel assessments, revenue potential
and billing review. The result of this stage will be a
technical report outlining the justifications for a storm
water utility and recommended user fees.