July 25, 2012 - Toho Water Authority
July 25, 2012 - Toho Water Authority
July 25, 2012 - Toho Water Authority
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951 Martin Luther King Boulevard Kissimmee, FL 34741 407-944-5000 www.tohowater.com<br />
Bruce R. Van Meter, Chairman Brian L. Wheeler, Executive Director Mark Lawson, General Counsel<br />
Raul S. Banasco, Vice Chairman<br />
Michael W. Sweeney, Deputy Executive Director<br />
Robert J. Bornstein, Vice Chairman Pro Tem<br />
Nilsa C. Diaz, Executive Assistant<br />
Thomas White, Secretary<br />
Clarence L.. Thacker, Supervisor 2<br />
Wendell McKinnon, Supervisor 1<br />
1. Meeting called to order<br />
AGENDA<br />
JULY <strong>25</strong>, <strong>2012</strong><br />
5:00 PM<br />
2. A. Moment of Silent Reflection<br />
B. Pledge of Allegiance<br />
3. Approval of the Agenda<br />
4. Awards and Presentations<br />
5. Public Hearing<br />
6. Hear the Audience<br />
7. Consent Agenda<br />
The Consent Agenda is a technique designed to expedite handling of routine and miscellaneous business of the Board of Supervisors. The Board of Supervisors<br />
in one motion may adopt the entire Agenda. The motion for adoption is non-debatable and must receive unanimous approval. By request of any individual<br />
member, any item may be removed from the Consent Agenda and placed upon the Regular Agenda for debate.<br />
A. APPROVAL OF BOARD OF SUPERVISOR MEETING MINUTES<br />
JULY 11, <strong>2012</strong><br />
B. ADDITION OF THE LIFT STATION #<strong>25</strong>B FORCE MAIN<br />
EXTENSION PROJECT TO STRICKLER BROTHER’S EXISTING<br />
LIFT STATION #21B REHAB PROJECT<br />
C. APPROVAL FOR CONSTRUCTION OF HILL STREET PHASE 2<br />
D. TEMPORARY CONSTRUCTION INSPECTOR CONTRACT<br />
RENEWAL<br />
E. APPROVAL FOR THE COLLECTION SYSTEM INFLOW<br />
ABATEMENT PROGRAM – POINCIANA LAKE MARION WRF
F. SOLE SOURCE PURCHASE OF PORTABLE DEWATERING<br />
EQUIPMENT<br />
8. Informational Presentations<br />
9. Unfinished Business:<br />
A. CUSTOMER INFORMATION SYSTEM (CIS) BOARD POLICIES<br />
10. New Business<br />
11. Staff Reports:<br />
A. MONTHLY FINANCIAL REPORT JUNE <strong>2012</strong><br />
B. MAJOR PROJECT SUMMARIES<br />
12. TWA Board Officials
Description Regular meeting of the <strong>Toho</strong>pekaliga <strong>Water</strong> <strong>Authority</strong> for <strong>July</strong> 11,<br />
<strong>2012</strong>. Present at the meeting were Supervisor Robert Bornstein,<br />
Supervisor Tom White, Supervisor Clarence Thacker, Supervisor<br />
Wendell McKinnon, Chairman Bruce Van Meter, Commissioner Jerry<br />
Gemskie, and Commissioner Michael Harford. Commissioner Todd<br />
Danzler was not present.<br />
Date: <strong>July</strong> 11,<br />
<strong>2012</strong><br />
Location: <strong>Toho</strong><br />
<strong>Water</strong> <strong>Authority</strong><br />
Board Room<br />
Time Item Minutes<br />
5:05 PM Meeting called<br />
to order<br />
Moment of<br />
Silent<br />
Reflection and<br />
Pledge of<br />
Allegiance<br />
Approval of the<br />
Agenda<br />
Awards and<br />
Presentations<br />
Public Hearing<br />
Hear the<br />
Audience<br />
Consent<br />
Agenda<br />
Chairman Van Meter called the meeting to order at<br />
5:05 PM. Attorney Mark Lawson explained to the<br />
Board that Supervisor, Mr. Raul Banasco, was<br />
unable to attend the meeting and had asked to<br />
participate by teleconference. Attendance is<br />
permitted by teleconference if a quorum is<br />
physically present, the board agrees to the<br />
teleconference attendance, and the board member<br />
can be heard by the board and the audience. Mr.<br />
Lawson also advised the Board that Mr. Banasco’s<br />
participation could not be used to constitute a<br />
quorum. Supervisor Banasco’s absence was due to<br />
a business commitment and he could be heard by<br />
all attendees. Supervisor McKinnon moved for<br />
Supervisor Banasco’s participation via telephone<br />
and Supervisor Bornstein seconded the motion.<br />
Motion passed 6 to 0.<br />
After a Moment of Silent Reflection, Chairman Van<br />
Meter led the audience in the Pledge of Allegiance.<br />
There not being any changes to the Agenda as<br />
published, Supervisor White moved for approval of<br />
the Agenda and Supervisor McKinnon seconded the<br />
motion. Motion passed 6 to 0.<br />
None<br />
None scheduled.<br />
No one came forth.<br />
Supervisor Thacker removed Item 7-I. APPROVAL<br />
OF RENEWAL OF AGREEMENT PROVISION OF<br />
POTABLE WATER SUPPLY AND SANITARY<br />
SEWAGE TREATMENT AND DISPOSAL WITH<br />
FLORIBRA U.S.A., INC.; and Executive Director
Brian Wheeler removed Item 7B. APPROVAL OF<br />
SPONSORSHIP OF A <strong>2012</strong> AQUATICS<br />
INSTRUCTION PROGRAM, for discussion.<br />
Supervisor Thacker moved for approval of the<br />
Consent Agenda with the exception of Items 7B and<br />
7-I. Supervisor White seconded the motion. Motion<br />
passed 6 to 0.<br />
A)APPROVAL OF BOARD OF SUPERVISOR<br />
MEETING MINUTES JUNE 13, <strong>2012</strong><br />
B) APPROVAL OF SPONSORSHIP OF A <strong>2012</strong><br />
AQUATICS INSTRUCTION PROGRAM – Mary<br />
Jane Arrington, Chairwoman of the Osceola YMCA,<br />
expressed her gratitude for the TWA donation of<br />
$7,500 for the past four years for the YMCA<br />
Aquatics instruction program. Ms. Arrington<br />
requested the Board to increase the <strong>Authority</strong>'s<br />
donation to $10,000. Supervisor White asked if<br />
there was a shortage of sponsorships for the<br />
program this year and Ms. Arrington replied that this<br />
year it has been exceedingly hard to reach their<br />
goal. Supervisor Bornstein stated that if the Board<br />
would agree to provide $2,000 of the additional<br />
request he would contribute the other $500.<br />
Supervisor White stated that the sponsorship is a<br />
good fit and made a motion for approval of a<br />
$9,500.00 donation from TWA and $500 from<br />
Supervisor Bornstein. Supervisor McKinnon<br />
seconded the motion. Motion passed 6 to 0.<br />
C)APPROVAL FOR ENGINEERING SCOPE OF<br />
SERVICES FOR THE <strong>2012</strong> TOHO 1 GRAVITY<br />
SEWER REHAB/REPLACE PROJECT<br />
D)APPROVAL OF AGREEMENT TO PROVIDE<br />
ALLEN BRADLEY PLC PARTS FOR SCADA<br />
SYSTEM<br />
E)APPROVAL OF THE CONSTRUCTION<br />
CONTRACT WITH WRIGHT’S EXCAVATING FOR<br />
THE REUSE WATER MAIN SYSTEM<br />
IMPROVEMENTS PROJECT<br />
F)AWARD OF CONTRACT TO VK JENSEN
ENTERPRISES, INC. FOR A REUSE MAIN<br />
PROJECT<br />
G)APPROVAL OF ASPHALT PAVING FOR<br />
SOUTH BERMUDA WATER RECLAMATION<br />
FACILITY<br />
H)APPROVAL OF THE CONSTRUCTION<br />
CONTRACT WITH TLC DIVERSIFIED, INC. FOR<br />
LIFT STATION REHABILITATION PROJECTS<br />
Informational<br />
Presentations<br />
5:30 PM Unfinished<br />
Business<br />
I) APPROVAL OF RENEWAL OF AGREEMENT<br />
PROVISION OF POTABLE WATER SUPPLY AND<br />
SANITARY SEWAGE TREATMENT AND<br />
DISPOSAL WITH FLORIBRA U.S.A., INC.<br />
Supervisor Thacker pulled this item because his<br />
wife is an attorney representing one of the parties<br />
and he must abstain from voting due to a conflict of<br />
interest. Attorney Lawson recommended modifying<br />
the wording to the renewal of the agreement stating<br />
that it was an amendment to the original agreement.<br />
Ms. Jo Thacker, 390 North Orange Avenue,<br />
Orlando, expressed the need to have the renewal of<br />
the agreement signed tonight. Supervisor McKinnon<br />
moved for approval with the stipulation that; if<br />
needed, Mr. Wheeler could execute the agreement.<br />
Ms. Thacker said that if the concern is the change in<br />
language; it is the same language that was<br />
approved 5 years ago. Chairman Van Meter asked<br />
if the original document alluded to the extension and<br />
the response was affirmative. Supervisor White<br />
seconded the motion. Motion passed 5 to 0 with<br />
Supervisor Thacker abstaining from voting.<br />
None<br />
A) APPROVAL OF THE PURCHASE AND<br />
INSTALLATION OF TWO, FOUR THOUSAND<br />
GALLON ABOVE GROUND FUEL DISPENSING<br />
TANKS – Mr. Wheeler explained that his item was<br />
continued from the June 27th meeting because the<br />
Board had requested additional information. Mr.<br />
Wheeler informed the Board that the Sheriff’s<br />
Department does not have a fueling station in<br />
Poinciana and that the Sheriff will be offered the<br />
opportunity to utilize the fueling station. Supervisor<br />
White added that with the savings projection, the
system will be paid for in (3) three years.<br />
Supervisor Bornstein added that his original<br />
concern was with safety and aesthetics. Mr.<br />
Wheeler said that there are very stringent<br />
regulations governing the installation of fuel tanks<br />
and that the tanks will not be visible to the public.<br />
Supervisor Thacker stated that he still has a<br />
problem with the $80,000 cost per tank. Supervisor<br />
Bornstein moved for approval of the fuel tanks and<br />
Supervisor White seconded the motion. Motion<br />
passed 5 to 1; Supervisor Thacker voted against it.<br />
B) RESOLUTION <strong>2012</strong>-006 – CARRYING OUT<br />
THE DIRECTION OF THE BOARD OF<br />
SUPERVISORS CONCERNING SYSTEM<br />
DEVELOPMENT CHARGES (RECONCILIATION<br />
OR AMNESTY PROGRAM AND OTHER<br />
MATTERS) - Deputy Executive Director Sweeney<br />
made a PowerPoint presentation outlining the<br />
changes to the System Development Charge<br />
Resolution that incorporated the reconciliation or<br />
amnesty program. Mr. Sweeney advised the Board<br />
that System Development Charges (SDCs) resulting<br />
from improvements before 2005 would not be<br />
charged or collected. The basis of the September<br />
30, 2005 date is that information on properties and<br />
development that occurred before that date was<br />
either incomplete and/or difficult to track. Mr.<br />
Bornstein asked if Staff had a rough estimate of the<br />
amount of SDCs that would be lost. Mr. Sweeney<br />
responded that Staff does not have data or a way to<br />
make such an estimate.<br />
Supervisor Thacker expressed a concern that the<br />
<strong>Authority</strong> will be spending more money collecting<br />
the SDCs owed under the amnesty program than<br />
will be collected. He expressed support for the pilot<br />
program proposed in the resolution to target<br />
approximately 34 properties initially for staff to test<br />
the program before extending it to the total system.<br />
Supervisor Thacker made a motion to approve the<br />
resolution and the pilot program as a first step to<br />
implement the amnesty program. The pilot program<br />
should take about 60 days and will provide<br />
information on the amount of SDCs that can be<br />
collected and the relative cost of collection.<br />
Supervisor McKinnon seconded the motion.
Executive Wheeler asked the Board for clarification<br />
on whether interest was to be charged on SDCs<br />
covered in a Forbearance Agreement. Supervisor<br />
Thacker stated that he was okay with the<br />
forbearance agreements being without interest. Mr.<br />
Wheeler stated that part of the amnesty program,<br />
Service Agreements, is going to be applied to all<br />
new commercial customers as well as those that<br />
participate in the Amnesty Program.<br />
Chairman Van Meter asked when the Pilot Program<br />
would begin and that he would like staff to report to<br />
the Board on its progress. Mr. Sweeney responded<br />
that the pilot program would begin on Monday, <strong>July</strong><br />
16 th .<br />
Motion passed 5 to 0 (Supervisor Banasco hung up<br />
the telephone and was not available to vote).<br />
New Business None<br />
5:53 PM Staff Reports A) LAKEFRONT LIFT STATION (LS35) FORCE<br />
MAIN BY-PASS AND ODOR CONTROL<br />
EQUIPMENT INSTALLATION UPDATE –<br />
Engineering Director, Robert Pelham gave the<br />
Board an update on the project to address the odors<br />
associated with the Lakefront lift station (35).<br />
B) MONTHLY FINANCIAL REPORT MAY <strong>2012</strong> –<br />
Alexandra Green presented the financial report for<br />
the month of May <strong>2012</strong>.<br />
TWA Board<br />
Officials<br />
C)CAPITAL PROJECT SUMMARIES – no<br />
questions<br />
Osceola County Commissioner Harford suggested<br />
that the <strong>Authority</strong> be cautious about granting<br />
contractors permission to work on certain holidays<br />
in areas that may impact residents. He also<br />
informed the Board that the residents of<br />
Intercession City have inquired about the potential<br />
to have sanitary sewer service constructed for their<br />
community. Chairman Van Meter suggested that<br />
the residents might look into applying for a<br />
community block grant.<br />
Supervisor Thacker said that Staff should continue<br />
to pursue discussions with the Sheriff’s Department<br />
on using fuel tanks to be installed in Poinciana and<br />
the Western part of the County.
6:17 PM ADJOURNED There being no further business to come before the<br />
Board, Chairman Van Meter adjourned the meeting<br />
at 6:17 PM.<br />
_______________________________<br />
Bruce R. Van Meter, Chairman<br />
________________________________<br />
Tom E. White, Secretary
Category:<br />
Attachment(s):<br />
Consent<br />
Contract Change Order<br />
ADDITION OF THE LIFT STATION #<strong>25</strong>B FORCE MAIN EXTENSION PROJECT TO STRICKLER<br />
BROTHER’S EXISTING LIFT STATION #21B REHAB PROJECT<br />
Explanation: On May 23 rd , the Board approved the Osceola Parkway Force Main construction contract<br />
with Jr. Davis that upsizes approximately 2,900 feet of 6” force main to 8” force main from Lift Station <strong>25</strong>B<br />
to the start of the Osceola Parkway Phase 2 Road widening project. This project extends the force main<br />
1,200 feet to the downstream master lift station, which is currently under contract with Strickler Brothers<br />
for rehabilitation.<br />
This force main extension is needed because the existing 8” gravity sewer system receiving the flow from<br />
the existing 6” force main (to be upsized to 8”), is undersized to accommodate the peak flows from the<br />
surrounding area as evidenced by surcharging at the 6” force main discharge manhole. The rehabilitation<br />
of LS-<strong>25</strong>B, to be constructed upon completion of the force main extension, will upsize the pumps to meet<br />
current flows. The pump upsizing and increased flow will further exacerbate the surcharging problem if<br />
this force main extension is not implemented. These force main upsizing and extension projects are<br />
needed to provide additional capacity, reduce the probability of sewer spills, and also decrease energy<br />
consumption and operational costs through reduced pump run times.<br />
This project must be completed prior to Phase 2 of the County’s Osceola Parkway Road Widening project<br />
that is scheduled to begin construction this October in order to avoid additional costs associated with the<br />
roadway construction. Strickler Brothers, as low bidder, is currently under contract with TWA to rehab LS-<br />
21B, which is at the downstream tie-in point of this force main extension.<br />
Staff has negotiated a price of $108,<strong>25</strong>0.00 with Strickler Brothers to construct the 1,200-foot force main<br />
extension as an addition to their existing contract. Strickler Brother’s pricing is consistent with their low<br />
bid unit prices from their LS-21B Rehab project; i.e. their unit price for directional drilling 800 feet of 12”<br />
force main was $54 per foot and their unit price for this project’s 1,200 feet of 10” force main is $52 per<br />
foot. The price difference is reflective of the pipe material cost and the level of difficulty to perform longerlength<br />
directional drills.<br />
Staff requests a 10% construction contingency for this project.<br />
This project will be funded by budgeted sewer system rehabilitation funds, project #31200.<br />
RECOMMENDATION: Staff recommends approval of the LS-<strong>25</strong>B Force Main Extension Change Order<br />
to Strickler Brother’s existing Lift Station Rehab project in the amount of $108,<strong>25</strong>0, and a 10%<br />
construction contingency of $10,8<strong>25</strong>.<br />
LS-<strong>25</strong>B FM Extension-07.<strong>25</strong>.12.ag<br />
7B
CATEGORY:<br />
Attachment(s):<br />
Consent<br />
None<br />
APPROVAL FOR CONSTRUCTION OF HILL STREET PHASE 2<br />
Explanation: The Board of Supervisors is requested to award the Hill Street Phase 2<br />
construction contract to a <strong>Toho</strong> <strong>Water</strong> <strong>Authority</strong> continuing contractor, VK Jensen Enterprises,<br />
Inc., in the amount of $79,502.85.<br />
The Hill Street project includes construction of water and wastewater infrastructure<br />
improvements in conjunction with the City of Kissimmee’s right-of-way and drainage<br />
improvements project. The limits of the project are from the Emory Canal to Forrest Avenue<br />
and from Martin Luther King Blvd to Oak Street. Phase 1 has been constructed and includes<br />
the area within Oak Street Park. Phase 2 follows Hill Street from the park to Lavon Avenue<br />
and south on Lavon approximately 300 feet. Phase 3 includes the remainder of Hill Street, the<br />
remainder of Lavon Avenue, Palm Avenue, and Forrest Avenue.<br />
The Phase 2 utility work includes 1 gravity sewer point repair, 185 LF of 10” clay gravity sewer<br />
main replacement, lining 3 gravity sewer services, 1 water main deflection, 1 single water<br />
service, 2 double water services, and temporary road restoration outside of the area to be<br />
disturbed by the City’s work.<br />
The <strong>Authority</strong> and the City bid their respective Phase 1 and Phase 2 work simultaneously.<br />
Bidders were required to submit bids for both the <strong>Authority</strong>’s work and the City’s work. Two<br />
bids were received for the Phase 1 & Phase 2 work. The utility bids are summarized below:<br />
Bidder Phase 1 Phase 2<br />
VJ Jensen Enterprises, Inc. $40,973.60 $91,143.35<br />
Jr. Davis Construction<br />
Company, Inc.<br />
$93,885.35 $131,797.01<br />
Since the completion of Phase 1, the City has secured additional funding and has contracted<br />
with VK Jensen to proceed with Phase 2. In order to prevent delay to the City’s work, the<br />
<strong>Authority</strong> should proceed with the utility Phase 2 work at this time. The <strong>Authority</strong>’s Phase 2<br />
plans have been slightly reduced in scope to facilitate changes made by the City to their Phase<br />
2 work since bidding.<br />
7C
VK Jensen has agreed to adjust the bid quantities based on the modified plans while using the<br />
bid unit prices for the work, resulting in a lower contract cost that what was originally bid,<br />
$91,143.35 vs. $79,502.85. Mobilization/Demobilization and other lump sum bid items have<br />
been reduced on a pro-rated basis.<br />
Following Board approval, staff will prepare a change order for execution by the Director of<br />
Engineering to include this work under the existing Phase 1 construction contract.<br />
This project will be funded by budgeted Hill Street Utility Relocation project funds, number<br />
112010.<br />
Recommendation: Staff recommends award of the Hill Street Phase 2 utility construction<br />
contract, in the amount of $79,502.85, to VK Jensen Enterprises, Inc.<br />
Hill Street Ph 2 Construction.07.<strong>25</strong>.12.ge
CATEGORY:<br />
Attachment(s):<br />
Consent<br />
Contract for Temporary Employment<br />
TEMPORARY CONSTRUCTION INSPECTOR CONTRACT RENEWAL<br />
Explanation: The <strong>Authority</strong> utilizes construction inspectors to observe construction<br />
activity of contractors installing utilities on capital and private development projects. Inspectors<br />
provide a critical service for the <strong>Authority</strong>; they ensure utilities are constructed in conformance<br />
with the approved project design documents.<br />
Projects not constructed properly will not meet the intended level of service and require<br />
maintenance exceeding maintenance requirements of well-constructed infrastructure resulting<br />
in higher utility operating costs and greater customer dissatisfaction.<br />
Prior to 2007, the <strong>Authority</strong> employed eight inspectors and a managing senior inspector. In<br />
2007, the private development workload began to decline as a result of the economy; the<br />
inspector staff, through attrition, was reduced to six positions and the senior inspector. The<br />
capital project inspector workload has remained consistent over the same period.<br />
In the last year, an inspector and the managing senior inspector positions have been vacated<br />
due to inspector retirements. An existing inspector is filling the role of senior inspector on an<br />
interim basis. A temporary inspector, approved by the Board on August 11, 2011 for specific<br />
projects, was added to staff based upon a projected shortfall of available inspection hours.<br />
The inspector was assigned two specific projects, the South Bermuda <strong>Water</strong> Reclamation<br />
Facility Standby Power Upgrade and the Laboratory Building inspection. These projects are<br />
anticipated to be completed in August. Staff requests the execution of a new agreement for<br />
temporary construction inspection services based on the initiation of projects associated with<br />
the County’s and City’s planned road improvements.<br />
The temporary employee’s proposed hourly rate is equal to the top out hourly rate of a<br />
construction inspector, $26.87, plus the value of benefits (vacation, sick leave, holidays, health<br />
insurance, etc.) the <strong>Authority</strong> provides its employees. The value of benefits is approximately<br />
35% of the salary or $9.40. The total hourly rate is $36.27 ($26.87 + $9.40). The proposed<br />
contract rate is the same as the present contract increased by the amount of the increase<br />
provided to the employees of FY<strong>2012</strong>. The contract also provides for the hourly rate to<br />
increase by an amount equal to any increase in employee compensation that may be<br />
approved for FY2013.<br />
Recommendation: Staff recommends approval of the new contract for temporary<br />
employment. The new contract has been reviewed by the <strong>Authority</strong>’s labor attorney.<br />
Temp Inspector 07.<strong>25</strong>.12.rfp<br />
7D
TOHO WATER AUTHORITY<br />
CONTRACT FOR TEMPORARY EMPLOYMENT<br />
THIS CONTRACT, entered into this day of , <strong>2012</strong>, by and<br />
between TOHOPEKALIGA WATER AUTHORITY, hereinafter referred to as TWA, and PHILLIP E.<br />
HARLOW, hereinafter referred to as the EMPLOYEE.<br />
NOW THEREFORE, in consideration of the covenants contained herein, the parties here to agree<br />
as follows:<br />
1. TWA hereby hires and employs the EMPLOYEE on a temporary basis to provide<br />
construction inspection and documentation services for the following projects:<br />
<br />
<br />
<br />
<br />
Osceola Parkway Phase II Utility Relocations and Improvements<br />
Osceola Parkway Force Main Relocations<br />
LS‐<strong>25</strong>B Force Main Extension<br />
Other projects that may fall within the anticipated construction period ending<br />
December 31, 2013.<br />
2. EMPLOYEE will be responsible for providing construction and documentation services at<br />
the TWA facilities as designated in Appendix A attached hereto.<br />
3. The general supervision of the work by TWA will be handled by the Senior Engineer and<br />
Project Managers (or their designee). EMPLOYEE will keep the Senior Engineer and<br />
Project Managers apprised as to the status of the Projects in accordance with their<br />
instructions and subject to their final approval and determination that it meets the<br />
standards and criteria of TWA.<br />
4. EMPLOYEE shall adhere to the rules, regulations policies and procedures of TWA in<br />
connection with carrying out his duties hereunder. TWA shall have the right to direct<br />
and supervise the services and the timing of services provided by EMPLOYEE hereunder.<br />
5. EMPLOYEE shall receive compensation for providing said services with the total payment<br />
being tendered by TWA to EMPLOYEE as described in Appendix A. Such payments shall<br />
be subject to the deductions and withholding provisions of Section 9 below.<br />
6. TWA may terminate the Contract immediately with cause or without cause upon not less<br />
than five (5) days notice. Upon such termination, TWA shall pay EMPLOYEE for services
endered at the rate of compensation agreed to in the Contract, through the date of<br />
termination.<br />
7. For purposes of this Contract and any services rendered hereunder, it is hereby<br />
understood and agreed that EMPLOYEE is being employed on a temporary basis through<br />
completion of the services described in Section 1 above. Such employment shall end<br />
upon completion of the EMPLOYEE’s performance of the services described herein.<br />
EMPLOYEE shall not be classified as or considered an independent contractor or agent,<br />
or a partner or joint venturer of TWA. EMPLOYEE may not assign or delegate his or her<br />
obligations to perform services hereunder to any other person without TWA’s prior<br />
written consent.<br />
8. EMPLOYEE shall be responsible for maintaining during the term of this Contract his or<br />
her own insurance for any and all injuries, illnesses or sickness that may occur during the<br />
life of his Contract.<br />
9. EMPLOYEE understands and agrees that the payments received by him or her pursuant<br />
to this Contract shall be subject to withholding and deduction by TWA for applicable<br />
federal and state income taxes and employment taxes, including, but not limited to:<br />
Social Security, Medicare, FICA and FUTA taxes.<br />
IN WITNESS WHEREOF all parties hereby agree to the conditions set forth in the Contract.<br />
AUTHORIZATION:<br />
I understand, accept and agree to abide by the provisions contained within this Addendum.<br />
PHILLIP E. HARLOW<br />
TOHOPEKALIGA WATER AUTHORITY<br />
EMPLOYEE Signature Date Bruce Van Meter, Chairman Date<br />
Board of Supervisors<br />
Address<br />
City, State, Zip<br />
Work Phone
Appendix A<br />
CONTRACT SCOPE<br />
Provide construction inspection and documentation services as a TWA contract employee for<br />
Projects as assigned.<br />
To include but not limited to:<br />
<br />
Daily inspection and documentation of construction activities for conformance with the<br />
contract documents.<br />
The Contract Employee will provide the following:<br />
<br />
<br />
<br />
Transportation<br />
Cell phone and monthly usage<br />
Personal safety equipment including hard hat, steel toed shoes, safety vest<br />
Responsibility of TWA<br />
<br />
Construction inspection office and utilities, telephone service, office furniture, office<br />
supplies, computer, copy machine<br />
COMPENSATION<br />
The contract employee will be paid hourly at a rate of $ 36.27 for approved hours worked<br />
on a bi‐weekly basis. The contract employee will not bill or be compensated during periods of<br />
construction non‐activity.<br />
The hourly rate will be amended by merit and/or cost of living adjustments, if any, approved by<br />
the TWA Board of Supervisors for TWA’s employees to take effect on the date approved for<br />
TWA’s employees.
CATEGORY:<br />
Attachment(s):<br />
Consent<br />
None<br />
APPROVAL FOR THE COLLECTION SYSTEM INFLOW ABATEMENT PROGRAM –<br />
POINCIANA LAKE MARION WATER RECLAMATION FACILITY<br />
Explanation: Inflow and Infiltration (I/I) is defined as rain and groundwater infiltration into the<br />
gravity sewer system. I/I consumes hydraulic capacity in the collection system and treatment<br />
capacity at the plants. A program to reduce excessive I/I will ensure that the designed<br />
capacity of the collection system and reclamation facilities is available to transport and treat<br />
wastewater.<br />
An inflow abatement program was initiated in Poinciana’s Cypress West <strong>Water</strong> Reclamation<br />
Facility’s (WRF) service area to reduce excessive inflow. The effectiveness of this program<br />
has been validated by eight months of operating data showing that it has reduced the inflow of<br />
rainwater into the collection system and reduced the impact inflow has on the Cypress West<br />
WRF.<br />
This project will address the rainwater inflow issues in the Lake Marion WRF service area by<br />
applying the same techniques used for Cypress West WRF. An analysis was performed to<br />
correlate the pump run times for all lift stations in the Lake Marion WRF service area to rainfall<br />
levels. This analysis identified 16 lift station basins with evidence of I/I problems. This project<br />
will address these areas by:<br />
1. smoke testing over 318,879 feet of gravity sewer to identify the sources of inflow;<br />
2. sealing 1,428 manhole chimneys to prevent the inflow of rainwater between the cone,<br />
height adjustment rings and frame;<br />
3. installing inflow dishes in 1,428 manholes to prevent inflow between the manhole cover and<br />
frame;<br />
4. replace all missing or damaged sewer cleanout caps (estimated to be 50% of all cleanouts<br />
or 2,290).<br />
A bid specification for this construction project was advertised on DemandStar and bids were<br />
opened on June 26, <strong>2012</strong>. Three bid packages were received and evaluated; USSI, LLC was<br />
selected as the lowest qualified bidder with a bid of $594,526.47. The received bids are listed<br />
below.<br />
Bidder Name<br />
Total Bid Value<br />
USSI, LLC $594,526.47<br />
GML Coatings, LLC $746,305.52<br />
VacVision Environmental, LLC $850,173.80<br />
7E
Staff has contacted the references for the lowest qualified bidder. No issues were identified<br />
during these reference checks. USSI, LLC has successfully completed similar scopes of work<br />
for TWA in three other lift station collection basins.<br />
Staff is requesting the Board approve the award of this project to USSI, LLC which will cover<br />
the work related to the mitigation of inflow in the Lake Marion WRF service area. A<br />
contingency of 10% or $59,453 is also being requested.<br />
This project will be funded through budgeted Poinciana operating funds for inflow and<br />
infiltration reduction, project numbers 411005 and 411007.<br />
Recommendation: Staff recommends awarding the Collection System Inflow Abatement<br />
Program – Poinciana Cypress West WRF to the lowest qualified bidder, USSI LLC, in the<br />
amount of $594,526.47 and a contingency of $59,453.<br />
Collection System Inflow Abatement Program - Poinciana Phase 2 - 7.17.12.TN.doc
CATEGORY:<br />
Attachment(s):<br />
Consent<br />
Notice of Intent to Sole Source<br />
SOLE SOURCE PURCHASE OF PORTABLE DEWATERING EQUIPMENT<br />
Explanation: The <strong>Toho</strong> <strong>Water</strong> <strong>Authority</strong> (TWA) currently hauls liquid biosolids from all<br />
wastewater facilities (excluding Cypress West WRF) to the solids handling facility at the South<br />
Bermuda <strong>Water</strong> Reclamation Facility (WRF) for dewatering. TWA has a contract with Florida<br />
N-Viro to haul the dewatered biosolids for further treatment and beneficial use. The Camelot<br />
facility biosolids are discharged to the South Bermuda WRF via a force main and Cypress<br />
West WRF biosolids are treated to Class B biosolids and then transported for land application<br />
in Polk County.<br />
The Florida Department of Environmental Protection (FDEP) requires the Cypress West WRF<br />
to cease land application upon renewal of the FDEP Permit which is estimated to take effect<br />
the fall of 2013. This permit requirement will significantly impact the South Bermuda WRF and<br />
increase the risk of maintaining a reliable dewatering system. Staff recognized this impact and<br />
proceeded with pilot testing for a cost effective alternative to hauling the additional biosolids to<br />
the South Bermuda WRF.<br />
Staff commissioned a third party consultant to evaluate the feasibility and costs of using<br />
portable biosolids dewatering boxes at the Walnut Street WRF. The consultant performed a<br />
cost comparative study between the current method of hauling liquid biosolids and dewatering<br />
boxes. The study identified the dewatering box is a better alternative for biosolids handling with<br />
a payback period of less than two (2) years.<br />
Staff believed the dewatering boxes and polymer feed systems evaluated to be sole source.<br />
However, to ensure there were no other similar equipment alternatives, TWA advertised a<br />
“NOTICE OF INTENT TO SOLE SOURCE” on May 21, <strong>2012</strong>, and sent the specifications to<br />
eight (8) suppliers. <strong>Toho</strong> did not receive a response to the advertisement or the suppliers,<br />
indicating the dewatering boxes can be considered sole source.<br />
TWA currently hauls approximately 522 loads (5,000 gallons/load) of biosolids from Walnut<br />
Street WRF to the South Bermuda WRF at $133.27/load. The annual biosolids hauling cost<br />
from Walnut Street WRF to South Bermuda is $69,566.<br />
The dewatering box would reduce the hauling to approximately 70 loads per year at a cost of<br />
$28,000. The estimated annual savings using the dewatering box at Walnut Street is<br />
approximately $41,566.<br />
7F
<strong>Toho</strong> currently hauls approximately 603 loads (5,000 gallons/load) of biosolids from the Lake<br />
Marion WRF to the South Bermuda WRF at $133.27/load. The annual biosolids hauling cost<br />
from Lake Marion WRF to South Bermuda is $80,362. The dewatering box would reduce the<br />
hauling to approximately 74 loads annually at a cost of $29,600. The estimated annual<br />
savings using the dewatering box for Lake Marion WRF is $50,762.<br />
The capital costs associated with this request include three (3) dewatering boxes at $40,000<br />
each, two (2) concrete slabs and piping at $15,000 each, and two (2) Polymer feed systems at<br />
$7,500 each, for a total of $165,000. The estimated return on investment is less than two<br />
years based on the estimated savings.<br />
A dewatering box polymer feed system will be constructed at the Lake Marion WRF and the<br />
Walnut Street WRF. The Cypress West WRF biosolids will be hauled to the Walnut Street<br />
WRF for logistical reasons. The third dewatering box will be mobile between the Lake Marion<br />
WRF and the Walnut WRF to provide staff the flexibility to provide a consistent feed to<br />
biosolids handling and will logistically serve both plants.<br />
The project will be funded in account number 421-1410-536-63-00.<br />
Recommendation: Staff recommends the approval to purchase from Patrick Anthony<br />
Technologies, Inc., as a sole source, three (3) dewatering boxes, two (2) Polymer systems,<br />
and the construction of two (2) concrete pads for a total of $165,000.<br />
Sole Source Purchase of Dewatering Boxes.07.<strong>25</strong>.12.rln
Purchasing Office<br />
1628 S. John Young Pkwy<br />
Kissimmee, FL 34743<br />
(407) 944-5181<br />
NOTICE OF INTENT TO SOLE SOURCE<br />
PROJECT NUMBER: 12-031 DATE: May 18, <strong>2012</strong><br />
PROJECT NAME: Sludge-Mate for Wastewater Treatment Plant<br />
<strong>Toho</strong> <strong>Water</strong> <strong>Authority</strong> is requesting proprietary/sole source approval for the purchase of<br />
Sludge-Mate from Patrick Anthony Technologies, Inc.<br />
The following paragraphs contain the specifications and justification for the proprietary service.<br />
Any vendor/contractor, who believes that they possess an equal to or better product, shall submit<br />
a written statement outlining their reasons and concerns in detail along with sufficient<br />
documentation to substantiate their claim that their offering meets or exceeds the specifications of<br />
the proposed proprietary recommendation.<br />
It will be the vendor/contractor’s responsibility to provide adequate information in their written<br />
statement to enable the <strong>Authority</strong> to ensure that the proposed product meets the required criteria.<br />
If adequate information is not submitted with the statement, it shall be rejected.<br />
PROPRIETARY ITEM<br />
Sludge-Mate used in the thickening of sludge for long term wastewater plant operation. Also<br />
reduces odor of processing sludge.<br />
SPECIFICATIONS<br />
The purchase shall include the following:<br />
<br />
<br />
30 cubic yard roll-off style Sludge-Mate<br />
UltraMix Polymer Blending System<br />
Written statements shall be sent to:<br />
Adana Lumsden<br />
Purchasing and Warehouse Manager<br />
<strong>Toho</strong> <strong>Water</strong> <strong>Authority</strong><br />
1628 S. John Young Pkwy<br />
Kissimmee, FL 34741<br />
T 407-944-5181 F 407-931-4308<br />
alumsden@tohowater.com<br />
By: May 29, <strong>2012</strong> at 2p.m. to be considered.
CATEGORY:<br />
Attachment:<br />
UNFINISHED BUSINESS<br />
CIS Implementation Policies<br />
CUSTOMER INFORMATION SYSTEM (CIS) BOARD POLICIES<br />
Explanation: To date, many of <strong>Toho</strong> <strong>Water</strong> <strong>Authority</strong>’s policies related to customer service<br />
have been primarily defined and carried out by its two current service providers: Severn Trent<br />
Environmental Services (STES) and Kissimmee Utility <strong>Authority</strong> (KUA). In many cases, the<br />
policies adopted by the two providers are not consistent between the two organizations and<br />
the customers they serve. The transition of customer service functions in-house has provided<br />
<strong>Toho</strong> <strong>Water</strong> <strong>Authority</strong> with the opportunity to not only make policies consistent for all<br />
customers, but also to define new policies that are advantageous to the <strong>Authority</strong> and our<br />
customers.<br />
The attached table describes policies currently carried out by STES and KUA, and proposed<br />
changes to those policies after implementation of the Customer Information System (CIS)<br />
scheduled for late January 2013. The policies listed must be adopted to support the<br />
configuration of the CIS. The CIS project team is presenting these proposed policy changes to<br />
the Board of Supervisors for feedback and approval. Staff anticipates that there will be one or<br />
two iterations of additional policy changes for the Board’s review as we progress through the<br />
next phases of the CIS implementation project.<br />
Staff’s recommendation has been approved by the CIS Steering Committee (Brian Wheeler,<br />
Mike Sweeney, Rodney Henderson, and John McAleenan).<br />
Recommendation: Staff recommends approval of CIS Policies.<br />
CIS Board Policies 07.<strong>25</strong>.12.jm<br />
9A
CIS Implementation<br />
Policies that need to be reviewed by the Board<br />
TOPIC Policy Decision STES KUA <strong>Toho</strong> Recommendation Reason<br />
Initial Deposit:<br />
1. A $50 flat fee per service (water and sewer)<br />
what will the required<br />
deposit be<br />
$50 per service (water,<br />
sewer, and irrigation).<br />
Waives the deposit if the<br />
customer has a letter of<br />
good payment history<br />
from previous utility<br />
$50 per service (water,<br />
sewer, and irrigation).<br />
Waives the deposit if the<br />
customer has "good<br />
credit" from Online Utility<br />
Exchange credit check or<br />
if customer signs up for<br />
bank draft payments.<br />
2. Utilize the Online Utility Exchange credit<br />
check:<br />
Bad or no credit= $100 deposit<br />
Good credit= Deposit is waived<br />
1. One flat fee per service is<br />
easy for customers and CSRs<br />
to process.<br />
2. It gives new customers<br />
that have good credit the<br />
added benefit of not having<br />
to pay an initial fee.<br />
Deposits<br />
Initial Deposit Deposit is credited to the<br />
Return Process: customer's account after<br />
Will this initial deposit 24 months of on-time<br />
be returned<br />
payments (No late fees,<br />
NSFs or other penalty<br />
fees). Interest is paid on<br />
the deposit annually.<br />
Deposits and interest are<br />
refundable upon<br />
discontinuation of service.<br />
Deposits and interest are refundable upon<br />
discontinuation of service. This would have<br />
to be grandfathered in as current STES<br />
customers will be expecting initial deposits<br />
back after 24 months of good credit history.<br />
Deposits are assessed to<br />
protect Utility expenditures<br />
for at risk customers and, as<br />
such, should be kept until<br />
the customer terminates<br />
service.<br />
Disconnect<br />
Exemptions<br />
High Risk<br />
Deposit/Deposit<br />
Adjustment: If a<br />
customer is asked to<br />
put down an<br />
additional deposit,<br />
what will it be<br />
Will we allow<br />
exemptions from<br />
disconnect (life<br />
support Hospitals)<br />
None Twice highest bill There will not be a secondary deposit<br />
required for high risk accounts.<br />
None Life Support is exempt Medical Institutions (Hospitals, assisted living<br />
facilities) and public schools are exempt. Life<br />
support is exempt unless abuse of the system<br />
is determined.<br />
This will not be an issue<br />
because an effective<br />
collections process will be in<br />
place.<br />
Life support exemptions will<br />
be verified annually by their<br />
physician. The exemptions<br />
ensure critical customers<br />
are not put at risk.<br />
Page 1 of 3
TOPIC Policy Decision STES KUA <strong>Toho</strong> Recommendation Reason<br />
When will we Subject to disconnect 35 Subject to disconnect 33 Subject to disconnect 30 days from bill date.<br />
disconnect customers days from bill date. days from bill date.<br />
and what will the fee<br />
be<br />
Collections<br />
Disconnection/<br />
Turn-off Fee<br />
Delinquency<br />
Dates<br />
Disconnect fee is $20.<br />
Day 21 - Bill due<br />
Day 26 - Assess penalty<br />
fee<br />
Day 28 - 7 day bill<br />
notification sent for<br />
disconnect<br />
Day 33 - Call made on 48-<br />
hour disconnect<br />
Day 35 - Eligible for<br />
disconnect.<br />
Disconnect fee is $35.<br />
Day 18 - Bill due.<br />
Day 19 - Assess penalty<br />
fee.<br />
Day 26 - 7 day bill<br />
notification sent for<br />
disconnect.<br />
Day 28 - Telephone call<br />
giving 5 days before being<br />
eligible for disconnect.<br />
Day 33 - Eligible for<br />
disconnect.<br />
Disconnect fee is $20<br />
Day 21 - Bill due.<br />
Day 22 - Call customers using IVR out-dial,<br />
giving them chance to pay 2 business days<br />
before penalty fee is assessed.<br />
Day 24 - Assess penalty fee<br />
Day 28 - Call customers using IVR out-dial,<br />
giving them another chance to pay before we<br />
disconnect them.<br />
Day 30 - Eligible for disconnect.<br />
Customers who do not have voicemail or valid<br />
phone numbers will receive a door hanger 48<br />
hours in advance of possible disconnect.<br />
30 days is sufficient time as<br />
the customer is informed on<br />
due date three times<br />
(normal bill, IVR call on Day<br />
22, and again IVR call on Day<br />
28).<br />
Collection<br />
Process<br />
Same Day Turn<br />
On Fees<br />
How will we notify<br />
customers that their<br />
account is past due<br />
and they are eligible<br />
for disconnect<br />
Should the Utility offer<br />
same day turn on<br />
Seven days after the due<br />
date a "red" paper<br />
notification is provided<br />
prior to disconnect.<br />
Same day service is<br />
provided at no charge;<br />
however, normal<br />
procedure is to provide<br />
next day service.<br />
Seven days after the due<br />
date a "red" paper<br />
notification is provided<br />
prior to disconnect.<br />
An additional $50 plus<br />
$15 start up fee ($65<br />
total) is charged for same<br />
day service; however,<br />
normal procedure is to<br />
provide next day service.<br />
We will notify customers via IVR out-dial.<br />
Call will be made twice (one day after due<br />
date before late fees and seven days after due<br />
date) which is two days prior to disconnect.<br />
Provide next day service as the norm. Same<br />
day service will be available for an extra fee of<br />
$50.<br />
IVR calls are more cost<br />
effective. STES spends<br />
approximately<br />
$2,600/month mailing 5,217<br />
delinquent notices per<br />
month.<br />
Due to staffing, we cannot<br />
provide same day service as<br />
the norm.<br />
Page 2 of 3
TOPIC Policy Decision STES KUA <strong>Toho</strong> Recommendation Reason<br />
Tampering Fees What will <strong>Toho</strong> charge<br />
if a meter is tampered<br />
with<br />
$300 $150 plus turn off fee,<br />
time and materials for all<br />
investigation, damage, and<br />
resolution.<br />
$300 + Time and material costs for repairs Current costs deter<br />
tampering and reimburses<br />
<strong>Authority</strong> for CS research<br />
time, truck rolling time,<br />
tamper box equipment, and<br />
field activities.<br />
Customer Due<br />
Dates<br />
How many days will<br />
<strong>Toho</strong> give the<br />
customer to pay<br />
21 days after billing date 18 days after billing date 21 days after billing date Transition will be easier for<br />
the Poinciana customers and<br />
keeps collections within<br />
same billing cycle.<br />
Initiation<br />
and/or<br />
Transfer of<br />
service for next<br />
day service<br />
Will <strong>Toho</strong> charge<br />
customers a fee to<br />
initiate services<br />
$20 paid up front $15 billed $20 paid up front This fee is paid to start<br />
service at a new location.<br />
Cost is justified based on<br />
labor, equipment, rolling a<br />
truck data and consistent<br />
with previous policy.<br />
Page 3 of 3
<strong>Toho</strong>pekaliga <strong>Water</strong> <strong>Authority</strong><br />
Osceola County, Florida<br />
Monthly Financial Report<br />
Fiscal Year <strong>2012</strong><br />
For the month ending June 30, <strong>2012</strong><br />
(Un-audited)
<strong>Toho</strong>pekaliga <strong>Water</strong> <strong>Authority</strong><br />
Osceola County, Florida<br />
Table of Contents<br />
Title<br />
Page<br />
Operating Results<br />
.…………………….………….…….3<br />
Operating Results by Element<br />
.…………………….………….…….4<br />
Staffing Summary<br />
.…………………….………….…….5<br />
Meter Installation Summary<br />
.…………………….………….…….6<br />
Customer Statistics<br />
.…………………….………….…….7
<strong>Toho</strong>pekaliga <strong>Water</strong> <strong>Authority</strong><br />
Osceola County, Florida<br />
Operating Results - Combined Systems (in Thousands)<br />
YTD - For the month ending June 30, <strong>2012</strong><br />
Line Description YTD Budget FY 12 YTD FY 11 YTD Budget Remaining %age Expnd<br />
1 Operating Revenues:<br />
2 Rate Revenues<br />
3 <strong>Water</strong> Sales 18,883 18,506 17,534 <strong>25</strong>,177 6,671 73.50%<br />
4 Wastewater Sales 33,063 32,494 31,121 44,084 11,590 73.71%<br />
5 Reclaimed <strong>Water</strong> Sales 3,907 4,184 3,892 5,210 1,026 80.31%<br />
6 Total Operating Revenues 55,853 55,184 52,547 74,471 19,287 74.10%<br />
7 Other Operating Revenues:<br />
8 Tap Fees 351 742 340 468 (274) 158.55%<br />
9 Other Operating Revenues 1,533 1,865 1,618 2,044 179 91.24%<br />
10 Rental Income 426 439 421 568 129 77.29%<br />
11 Total Other Operating Revenues 2,310 3,046 2,379 3,080 34 98.90%<br />
12 Non-Operating Revenues:<br />
13 Grants & Reimbursements 0 0 36 0 0 N/A<br />
14 Interest Earnings 532 354 478 709 355 49.93%<br />
15 Gross Revenues 58,695 58,584 55,440 78,260 19,676 74.86%<br />
16 Operating Expenses:<br />
17 <strong>Water</strong> Treatment Plants 3,534 3,176 3,040 4,680 1,504 67.86%<br />
18 Wastewater Treatment Plants 7,430 6,674 6,618 9,807 3,133 68.05%<br />
19 Transmission & Distribution 3,749 3,9<strong>25</strong> 3,272 4,885 960 80.35%<br />
20 Collections 2,<strong>25</strong>9 2,067 1,492 2,798 731 73.87%<br />
21 SCADA Operations 723 501 583 951 450 52.68%<br />
22 Maintenance Operations 2,537 2,348 2,290 3,370 1,022 69.67%<br />
23 Support Services 824 759 737 1,082 323 70.15%<br />
24 Laboratory 582 424 423 766 342 55.35%<br />
<strong>25</strong> Engineering Services 3,292 2,073 2,289 4,426 2,353 46.84%<br />
26 Business Services 2,445 1,872 2,699 3,242 1,370 57.74%<br />
27 Human Resources 578 560 311 764 204 73.30%<br />
28 Customer Service 1,159 1,098 0 1,547 449 70.98%<br />
29 Administrative Services 2,233 2,305 1,537 2,931 626 78.64%<br />
30 Contract Operations and Other 3,797 4,095 4,146 5,063 968 80.88%<br />
31 PILOT Fee (payments in lieu of tax) 5,009 4,679 4,053 6,679 2,000 70.06%<br />
32 Total Operating Expenses 40,151 36,556 33,490 52,991 16,435 68.99%<br />
33 Net operating revenues 18,544 22,028 21,950 <strong>25</strong>,269 3,241 87.17%<br />
34 Total Impact Revenues 7,122 4,942 3,808 9,496 4,554 52.04%<br />
35 Total Impact Expenditures 8,982 6,326 1,119 12,005 5,679 52.70%<br />
(un-audited) 3
<strong>Toho</strong>pekaliga <strong>Water</strong> <strong>Authority</strong><br />
Osceola County, Florida<br />
Operating Results - Combined Systems (in Thousands)<br />
YTD - For the month ending June 30, <strong>2012</strong><br />
Line Description YTD Budget FY 12 YTD FY 11 YTD Budget Remaining %age Expnd<br />
1 Operating Revenues:<br />
2 Rate Revenues<br />
3 <strong>Water</strong> Sales 18,883 18,506 17,534 <strong>25</strong>,177 6,671 73.50%<br />
4 Wastewater Sales 33,063 32,494 31,121 44,084 11,590 73.71%<br />
5 Reclaimed <strong>Water</strong> Sales 3,907 4,184 3,892 5,210 1,026 80.31%<br />
6 Total Operating Revenues 55,853 55,184 52,547 74,471 19,287 74.10%<br />
7 Other Operating Revenues:<br />
8 Tap Fees 351 742 340 468 (274) 158.55%<br />
9 Other Operating Revenues 1,533 1,865 1,618 2,044 179 91.24%<br />
10 Rental Income 426 439 421 568 129 77.29%<br />
11 Total Other Operating Revenues 2,310 3,046 2,379 3,080 34 98.90%<br />
12 Non-Operating Revenues:<br />
13 Grants & Reimbursements 0 0 36 0 0 N/A<br />
14 Interest Earnings 532 354 478 709 355 49.93%<br />
15 Gross Revenues 58,695 58,584 55,440 78,260 19,676 74.86%<br />
16 Operating Expenses:<br />
17 Personnel Costs 13,428 12,573 11,459 17,540 4,967 71.68%<br />
18 Professional Services 4,117 3,327 3,006 5,548 2,221 59.97%<br />
19 Training 198 209 106 262 53 79.77%<br />
20 Utilities 5,018 4,376 4,208 6,698 2,322 65.33%<br />
21 Auto Maintenance 386 422 397 515 93 81.94%<br />
22 Other Maintenance 3,682 3,050 2,484 4,661 1,611 65.44%<br />
23 Gas & Oil 578 617 547 770 153 80.13%<br />
24 Other Supplies 1,538 1,537 1,343 2,057 520 74.72%<br />
<strong>25</strong> Chemicals 1,184 1,053 1,000 1,602 549 65.73%<br />
26 Other Operating Costs 2,341 1,981 1,782 3,096 1,115 63.99%<br />
27 Contract Operations 2,672 2,732 3,105 3,563 831 76.68%<br />
28 PILOT Fee (payments in lieu of tax) 5,009 4,679 4,053 6,679 2,000 70.06%<br />
29 Total Operating Expenses 40,151 36,556 33,490 52,991 16,435 68.99%<br />
30 Net Revenues 18,544 22,028 21,950 <strong>25</strong>,269 3,241 87.17%<br />
(un-audited) 4
<strong>Toho</strong>pekaliga <strong>Water</strong> <strong>Authority</strong><br />
Osceola County, Florida<br />
Staffing Summary - FTE<br />
Fiscal Year Ending September 30<br />
Line Description 2011 <strong>2012</strong> Filled Vacant Comments<br />
1 Field Services<br />
2 Administrative Support 3 3 3 0<br />
3 Foreman/Leads 6 10 10 0<br />
4 Senior Technicians 13 14 14 0<br />
5 Utility Technicians/Workers 41 42 40 2 Utility Worker (2) - 1 New<br />
6 Total Field Services 63 69 67 2<br />
7 Treatement Operations<br />
8 Laboratory 6 6 4 2 Lab Technicians - 2<br />
9 SCADA Support 7 7 6 1 Electrician<br />
10 Support Services 9 9 8 1 Lead Driver<br />
11 Maintenance 18 21 20 1 Foreman<br />
12 Treatment Plant 47 47 43 4 Operators - 4<br />
13 Total Treatment Operations 87 90 81 9<br />
14 Engineering and Construction<br />
15 Administrative Support 2 2 1 1 Secretary<br />
16 Asset Management 7 4 4 0<br />
17 Environmental 5 5 5 0<br />
18 Construction Inspection 10 8 7 1 Inspector<br />
19 Engineering 12 8 8 0<br />
20 Total Engineering and Planning 36 27 <strong>25</strong> 2<br />
21 Administration<br />
22 Administrative Support 1 1 1 0<br />
23 Safety 1 1 1 0<br />
24 <strong>Water</strong> Conservation 3 3 3 0<br />
<strong>25</strong> Senior Management 5 9 9 0<br />
26 Total Administration 10 14 14 0<br />
27 Human Resources<br />
28 Information Services 2 2 2 0<br />
29 Human Resources 2 3.5 3.5 0<br />
30 Total Human Resources 4 5.5 5.5 0<br />
31 Business Services<br />
32 Building Maintenance 1 2 2 0<br />
33 Purchasing 3 3 3 0<br />
34 Information Technology 6 9.5 9.5 0<br />
35 Finance and Accounting 9 12.5 10.5 2 Cashiers - New<br />
36 Total Business Services 19 27 <strong>25</strong> 2<br />
37 Customer Services<br />
38 Billing 0 2 1 1 Billing Rep - New<br />
39 Field Services 6 8 6.5 1.5 FS Tech - (2) - 1 PT<br />
40 Customer Service 7 11 7 4 CSRs - New (3), CS Manager<br />
41 Total Customer Services 13 21 14.5 6.5<br />
42 Total 232.0 <strong>25</strong>3.5 232.0 21.5<br />
5
<strong>Toho</strong>pekaliga <strong>Water</strong> <strong>Authority</strong><br />
Osceola County, Florida<br />
Meter Installation Summary<br />
YTD - For the month ending June 30, <strong>2012</strong><br />
Line Description Total Current 30 Days 60 Days 90 Days 90 Days+<br />
Lots Not<br />
Ready<br />
1 Meter Aging <strong>Toho</strong><br />
2 Open meter tickets 721 2<strong>25</strong> 127 46 215 108 0<br />
3 Closed meter tickets during the month (261) (62) (55) (11) (123) (10) 0<br />
4 Outstanding meter tickets 460 163 72 35 92 98 0<br />
<strong>Toho</strong> Open Meter Sets Breakdown<br />
5 Beginning balance, June 1, <strong>2012</strong> 496<br />
6 New meter tickets opened 2<strong>25</strong><br />
7 Outstanding meter tickets closed (261)<br />
8 Ending balance, June 30, <strong>2012</strong> 460<br />
9 Backlog<br />
10 Ending balance, June 30, <strong>2012</strong> 460<br />
11 Open Meter tickets rec'd within last 15 days (81)<br />
12 Estimated Meter installation backlog 379<br />
13<br />
14 Lots Not Ready 0<br />
15 Outstanding Meter Sets 379<br />
90 Days+<br />
21%<br />
90 Days<br />
20%<br />
60 Days<br />
8%<br />
Current<br />
35%<br />
30 Days<br />
16%<br />
Fiscal Year-To-Date<br />
16 Prior Year Comparison <strong>2012</strong> 2011 # Change % Change<br />
17 New meter request 1,951 922 1,029 111.6%<br />
New meter installations 1,647 933 714 76.5%<br />
18 Current Month Sewer Permits Paid 112<br />
6
<strong>Toho</strong>pekaliga <strong>Water</strong> <strong>Authority</strong><br />
Osceola County, Florida<br />
Customer Statistics<br />
For the month ending June 30, <strong>2012</strong><br />
Jun 30, 2011<br />
Line Description Total - All Systems<br />
Total - All Systems Net<br />
1 <strong>Water</strong><br />
2 Residential Services<br />
3 Number of Customers 75,319 73,537 1,782<br />
4 Billed Consumption (000s) 393,498 408,089 (14,591)<br />
6 Average monthly use per customer 5,224 5,549 (3<strong>25</strong>)<br />
7 Commerical Services<br />
8 Number of Customers 11,114 11,229 (115)<br />
9 Billed Consumption (000s) 309,301 309,599 (298)<br />
10 Average monthly use per customer 27,830 27,571 <strong>25</strong>9<br />
11 Irrigation Services<br />
12 Number of Customers 15,301 15,228 73<br />
13 Billed Consumption (000s) 144,468 184,041 (39,573)<br />
14 Average monthly use per customer 9,442 12,086 (2,644)<br />
15 Wastewater<br />
16 Residential Services<br />
17 Number of Customers 69,063 67,501 1,562<br />
18 Billed Consumption (000s) 352,639 317,847 34,792<br />
19 Average monthly use per customer 5,106 4,709 397<br />
20 Commerical Services<br />
21 Number of Customers 10,292 10,446 (154)<br />
22 Billed Consumption (000s) 282,046 282,850 (804)<br />
23 Average monthly use per customer 27,404 27,077 327<br />
24 Reclaimed Service<br />
<strong>25</strong> General Service<br />
26 Number of Customers 11,328 11,019 309<br />
27 Billed Consumption (000s) 172,613 205,480 (32,867)<br />
28 Average monthly use per customer 15,238 18,648 (3,410)<br />
7
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
Monthly Financial Overview of<br />
Selected Financial Information<br />
For the month ending<br />
Jun 30, <strong>2012</strong><br />
Period 9<br />
Fiscal Year To Date (FYTD)<br />
Revenues<br />
1
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
FYTD Revenue Summary<br />
(In thousands)<br />
Metered Sales $55,184<br />
Rents $439<br />
Other Revenue<br />
Interest<br />
3%<br />
Earnings<br />
1%<br />
Tap Fees<br />
1%<br />
Rents<br />
1%<br />
Tap Fees $742<br />
Other Revenues $1,865<br />
Interest Earnings $354<br />
Metered Sales<br />
94%<br />
Total Operating Revenue $58,584<br />
FYTD Revenue Comparison<br />
60,000<br />
99.81% of Budget<br />
105.67% of FY11<br />
Thousands<br />
40,000<br />
20,000<br />
0<br />
BUDGET FY12 FY11<br />
58,695 58,584 55,440<br />
FYTD Metered Sales Comparison<br />
57,000<br />
98.80% of Budget<br />
105.02% of FY11<br />
Thousands<br />
38,000<br />
19,000<br />
0<br />
BUDGET FY12 FY11<br />
55,853 55,184 52,547<br />
2
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
Billed <strong>Water</strong> Usage Comparison (MG)<br />
3,000<br />
FY11<br />
FY12<br />
2,857<br />
2,000<br />
2,562<br />
2,400<br />
2,434 2,441<br />
2,631<br />
1,000<br />
0<br />
1ST QTR 2ND QTR 3RD QTR<br />
-6.4%<br />
+0.3% -7.9%<br />
FYTD Billed <strong>Water</strong> Comparison by Type<br />
Service Type FY12 FY11 % +/(-)<br />
Total Irrigation<br />
15%<br />
Residential<br />
<strong>Water</strong><br />
Commercial<br />
<strong>Water</strong><br />
3,280 3,281 (0.0%)<br />
3,105 3,374 (8.0%)<br />
Residential<br />
<strong>Water</strong><br />
44%<br />
Total Irrigation 1,087 1,198 (9.3%)<br />
Total 7,472 7,853 (4.9%)<br />
Commercial<br />
<strong>Water</strong><br />
41%<br />
Thru June 30 - MGs<br />
Residential Average Monthly Usage<br />
6,000<br />
FY12<br />
FY11<br />
4,986<br />
5,050<br />
5,088<br />
5,054<br />
5,224<br />
4,546<br />
4,600<br />
4,823<br />
4,663<br />
4,000<br />
2,000<br />
0<br />
OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP<br />
2011 YTD Average – 5,059<br />
<strong>2012</strong> YTD Average – 4,893<br />
Reduction of 166 Gallons per account or 3.3% thru June<br />
3
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
Commercial Average Monthly Usage<br />
34,500<br />
FY12<br />
FY11<br />
28,732<br />
27,724<br />
29,654<br />
27,830<br />
26,002<br />
23,000<br />
24,350<br />
22,990<br />
23,893<br />
24,608<br />
11,500<br />
0<br />
OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP<br />
2011 YTD Average - 26,484<br />
<strong>2012</strong> YTD Average - 26,198<br />
Reduction of 286 gallons per account or 1.1% thru June<br />
$18,300<br />
$17,464<br />
Impact Fee Revenue Trends<br />
Prior Five Years<br />
$18,060<br />
(000)<br />
$12,200<br />
$9,496<br />
$8,630*<br />
$7,775<br />
$6,100<br />
$4,890<br />
$4,942<br />
52%<br />
$0<br />
FY07 FY08 FY09 FY10 FY11 FY12<br />
*Includes 4 million STOPR reimbursement<br />
4
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
Fiscal Year To Date (FYTD)<br />
Expenses<br />
42,000<br />
FYTD Expenses Comparison<br />
91.05% of Budget<br />
109.15% of FY11<br />
Thousands<br />
28,000<br />
14,000<br />
0<br />
BUDGET FY12 FY11<br />
40,151 36,556 33,490<br />
FYTD Expense Summary – By Division<br />
(In thousands)<br />
Treatment 13,882<br />
Field Operations 5,992<br />
Administration 2,305<br />
Engineering 2,073<br />
Business Services 1,872<br />
Customer Serv<br />
3%<br />
Cont Oper & Oth<br />
24%<br />
Treatment<br />
38%<br />
Customer Service 1,098<br />
Admin<br />
6%<br />
Human Resources 560<br />
Contract Operations & Other* 8,774<br />
Bus Serv<br />
5%<br />
Eng<br />
6%<br />
Human Res<br />
2%<br />
Field Opps<br />
16%<br />
Total Expenditures 36,556<br />
*Includes Pilot Fees & Customer Service Contracts<br />
5
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
FYTD Expense Summary – By Element<br />
(In thousands)<br />
Personnel 12,573<br />
PILOT Fee 4,679<br />
Utilities 4,376<br />
Professional Services 3,327<br />
Other Maintenance 3,050<br />
Contract Operations 2,732<br />
Auto Maintenance & Fuel 1,039<br />
Chemicals 1,053<br />
All Other Expenses 3,727<br />
Total Expenditures 36,556<br />
Auto<br />
Maintenance &<br />
Fuel<br />
All Other<br />
3%<br />
Expense<br />
10%<br />
Chemicals<br />
3%<br />
Other<br />
Maintenance<br />
8%<br />
Contract<br />
Operations<br />
8%<br />
Professional<br />
Service<br />
9%<br />
PILOT Fee<br />
13%<br />
Personnel<br />
34%<br />
Utlities<br />
12%<br />
Major Contract Operations/PILOT Fees<br />
COK<br />
2%<br />
(In thousands)<br />
PILOT Fee 4,679<br />
KUA Customer Service 1,629<br />
ST CS<br />
12%<br />
Insurance<br />
8%<br />
ST Customer Service 976<br />
General Insurance 627<br />
COK Contract Service 132<br />
KUA CS<br />
20%<br />
PILOT<br />
58%<br />
Total Expenditures 8,043<br />
FYTD Major Expense Variances to Budget<br />
(In thousands)<br />
Expense Item<br />
FY12<br />
Budget<br />
FY12<br />
Actual<br />
$<br />
Variance<br />
%<br />
Variance<br />
Auto Maintenance<br />
& Fuel<br />
4%<br />
Chemicals<br />
4%<br />
Personnel 13,428 12,573 (855) (6.4%)<br />
Utilities 5,018 4,376 (642) (12.8%)<br />
Professional Services 4,117 3,327 (790) (19.2%)<br />
Contract<br />
Operations &<br />
Other<br />
10%<br />
Other Maintenance 3,682 3,050 (632) (17.2%)<br />
Contract Operations &<br />
2,672 2,732 60 2.3%<br />
Other<br />
Other<br />
Maintenance<br />
11%<br />
Personnel<br />
44%<br />
Chemicals 1,184 1,053 (131) (11.1%)<br />
Auto Maintenance &<br />
964 1,039 75 7.8%<br />
Fuel<br />
Total 31,065 28,150 (2,915) (9.4%)<br />
Professional<br />
Services<br />
12%<br />
Utilities<br />
15%<br />
Comprises 88% of Total Expenses less PILOT<br />
6
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
FYTD Major Expense Variances to Prior Year<br />
(In thousands)<br />
Expense Item<br />
FY12<br />
Actual<br />
FY11<br />
Actual<br />
$<br />
Variance<br />
%<br />
Variance<br />
Auto Maintenance<br />
& Fuel<br />
4%<br />
Chemicals<br />
4%<br />
Personnel 12,573 11,459 1,114 9.7%<br />
Utilities 4,376 4,208 168 4.0%<br />
Professional Services 3,327 3,006 321 10.7%<br />
Contract<br />
Operations &<br />
Other<br />
10%<br />
Other Maintenance 3,050 2,484 566 22.8%<br />
Contract Operations &<br />
2,732 3,105 (373) (12.0%)<br />
Other<br />
Other<br />
Maintenance<br />
11%<br />
Personnel<br />
44%<br />
Chemicals 1,053 1,000 53 5.3%<br />
Auto Maintenance &<br />
1,039 944 95 10.1%<br />
Fuel<br />
Total 28,150 26,206 1,944 7.4%<br />
Professional<br />
Services<br />
12%<br />
Utilities<br />
15%<br />
Comprises 85% of Variance less PILOT<br />
Debt Service Coverage Ratio<br />
Combined Systems<br />
June <strong>2012</strong><br />
3.00<br />
2.50<br />
2.00<br />
2.<strong>25</strong><br />
2.08<br />
2.06<br />
1.00<br />
0.00<br />
FY11 Budget 12 FY12 W Pilot Fee<br />
Legal Requirement 1.15 – Required 1.5 to avoid fully funding debt service reserve<br />
FYTD Net Revenue Comparison<br />
26,000<br />
118.79% YTD Budget<br />
87.17%<br />
Thousands<br />
17,333<br />
8,667<br />
0<br />
YTD Budget YTD FY12 Budget<br />
18,544 22,028 <strong>25</strong>,269<br />
7
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
Other Stats and Trends<br />
Staffing Summary<br />
In FTEs<br />
Customer<br />
Service<br />
6%<br />
Human<br />
Resources<br />
2%<br />
Division Budget Filled Open % Open<br />
Administration<br />
5%<br />
Treatment Operations 90 81 9 10.0%<br />
Field Services 69 67 2 2.9%<br />
Engineering 27 <strong>25</strong> 2 7.4%<br />
Engineering<br />
11%<br />
Treatment<br />
Operations<br />
36%<br />
Business Services 27 <strong>25</strong> 2 7.4%<br />
Customer Service 21 14.5 6.5 31.0%<br />
Administration 14 14 0 0.0%<br />
Business<br />
Services<br />
11%<br />
Human Resources 5.5 5.5 0 0.0%<br />
Field Services<br />
29%<br />
Total <strong>25</strong>3.5 232 21.5 8.5%<br />
8
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
New Meter Tickets– Prior Year Comparison by Quarter<br />
1000<br />
New Meter Tickets<br />
Fiscal Year<br />
1 st<br />
Quarter<br />
2 nd<br />
Quarter<br />
3 rd<br />
Quarter<br />
4 th<br />
Quarter<br />
Total YTD<br />
750<br />
2011 288 <strong>25</strong>8 376 922<br />
<strong>2012</strong> 391 931 629 1,951<br />
Difference 103 673 <strong>25</strong>3 1,029<br />
500<br />
2011<br />
<strong>2012</strong><br />
<strong>25</strong>0<br />
0<br />
1st Qtr 2nd Qtr 3rd Qtr 4th Qtr<br />
New Meter Ticket Request – Trends<br />
Prior Five Years<br />
4,500<br />
4,261<br />
3,000<br />
3,081<br />
1,951<br />
1,500<br />
1,117<br />
1,206<br />
932<br />
0<br />
FY07 FY08 FY09 FY10 FY11 FY12<br />
Receivable Aging Breakdown<br />
(000)<br />
Poinciana Accounts<br />
60 Days, $6, 1%<br />
30 Days, $50, 8%<br />
90+ Days, $2, 0%<br />
Current, $593, 91%<br />
KUA Accounts<br />
60 Days, $19, 1%<br />
30 Days, $1<strong>25</strong>, 5%<br />
90+ Days, $1, 0%<br />
Current, $2,428, 94%<br />
Current & 30 Days<br />
Severn Trent – 99%<br />
KUA - 99%<br />
9
FINANCIAL REPORT PRESENTATION - JUNE <strong>2012</strong><br />
Customer Accounts – Billed Services<br />
Services<br />
Thru<br />
6/30/12<br />
Thru<br />
6/30/11<br />
Variance %<br />
Reclaim<br />
6%<br />
<strong>Water</strong> 86,433 84,766 1,667 2.0%<br />
Irrigation 15,301 15,228 73 0.5%<br />
Wastewater 79,355 77,947 1,407 1.8%<br />
Wastewater<br />
41%<br />
<strong>Water</strong><br />
45%<br />
Reclaim 11,328 11,019 309 2.8%<br />
Total 192,417 188,960 3,457 1.8%<br />
Irrigation<br />
8%<br />
Monthly Financial Update<br />
For the month ending<br />
June 30, <strong>2012</strong><br />
Un-audited<br />
10
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
Cypress Lake<br />
Alternative<br />
<strong>Water</strong> Supply<br />
WTP, Wells<br />
and Pipeline<br />
Preliminary<br />
Design<br />
DB<br />
Design Engineer: To Be Determined<br />
Contractor: To Be Determined<br />
The Preliminary Design of the Cypress Lake<br />
Alternative <strong>Water</strong> Supply <strong>Water</strong> Treatment<br />
Plant, Wells and Pipelines will include site<br />
acquisition, master site planning, water<br />
treatment options study, process selection,<br />
alternative energy study, hydraulic analysis<br />
and water wheeling study, preliminary raw<br />
and finished water main route planning,<br />
permitting coordination, cost estimating,<br />
scheduling and value engineering. The<br />
water quality data from the construction of<br />
the two test production wells will provide the<br />
basis for the water treatment process<br />
selection. The project will provide potable<br />
water to the <strong>Water</strong> Cooperative of Central<br />
Florida (<strong>Toho</strong>, St. Cloud, Orange County,<br />
Polk County) and Reedy Creek Improvement<br />
District.<br />
NOTE: Poinciana Project descriptions begin on page 13<br />
The <strong>Water</strong> Use Permit has<br />
been issued by the South<br />
Florida <strong>Water</strong> Management<br />
District for 37.5 million<br />
gallons of water per day<br />
producing 30 million gallons<br />
of finished water for potable<br />
use.<br />
Consultant selection for<br />
preliminary design is in<br />
process.<br />
Final design and construction<br />
will not be initiated until<br />
capacity is required by one of<br />
the participating group<br />
members.<br />
Two Requests for Statements<br />
of Qualifications were<br />
advertised as the work has<br />
been divided into two projects:<br />
the first project, advertised on<br />
May 1, <strong>2012</strong>, is for the<br />
hydraulic analysis and pipeline<br />
optimization. The Statements<br />
of Qualifications (SOQ) for this<br />
project were received on June<br />
5, <strong>2012</strong>. The second project is<br />
the preliminary design of the<br />
<strong>Water</strong> Treatment Plant and<br />
wellfield. This project<br />
advertised on May 8, <strong>2012</strong>;<br />
the SOQs are due on Sept.<br />
<strong>25</strong>, <strong>2012</strong>.<br />
Three Consulting teams<br />
submitted SOQs for the<br />
hydraulic analysis project. A<br />
selection committee meeting<br />
was held on June 27, <strong>2012</strong> to<br />
short-list teams for further<br />
consideration; all 3<br />
respondents were invited to<br />
present qualifications to the<br />
selection committee. The<br />
presentations are scheduled<br />
for August 30, <strong>2012</strong>. The<br />
selection committee will meet<br />
after the presentations (date to<br />
be determined) to rank the<br />
consultants and make a final<br />
selection.<br />
Cost estimate for<br />
Preliminary Design is<br />
$3,520,000; TWA’s<br />
share<br />
is<br />
approximately<br />
$1,400,000 based on<br />
40% allocation of the<br />
plant capacity.<br />
A preliminary design<br />
schedule will be<br />
prepared after<br />
consultant selection is<br />
completed; consultant<br />
selection for the<br />
hydraulic design project<br />
is anticipated to be<br />
complete by the<br />
beginning<br />
of<br />
September, <strong>2012</strong> with<br />
Scope of Services<br />
Negotiations<br />
commencing in<br />
September <strong>2012</strong>.<br />
Consultant selection for<br />
the WTP preliminary<br />
design project is<br />
anticipated to be<br />
complete by February<br />
2013.<br />
1
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
Camelot <strong>Water</strong><br />
Reclamation<br />
Facility - Phase<br />
1B<br />
DB<br />
Design Engineer: PB <strong>Water</strong>.<br />
Contractor: Encore Construction<br />
The Phase 1B project includes an upgrade<br />
and rehab of existing aeration system and<br />
dissolve oxygen control to allow for<br />
maximization of the existing treatment<br />
capacity and to make the process more<br />
energy efficient; the work includes: upgrade<br />
of the existing blowers; conversion from<br />
Chlorine Gas to Sodium Hypochlorite;<br />
expansion of the chlorine contact tank;<br />
rehabilitation and expansion of the existing<br />
filters; rehab and replacement of the Pine<br />
Island pump station and repair/replace Pine<br />
Island Spray Field distribution system;<br />
addition of a Motor Control Center room, yard<br />
piping and drainage improvements; other<br />
associated modifications.<br />
Phase 1B currently in the<br />
construction phase.<br />
Construction is underway.<br />
Construction on the Chlorine<br />
Contact Tank expansion,<br />
sodium hypochlorite system,<br />
reject pond modifications, filter<br />
effluent piping and other yard<br />
piping, electrical work, and<br />
MCC building is underway.<br />
Phase<br />
1B<br />
Construction GMP is<br />
$5,<strong>25</strong>2,904; Owner<br />
Direct Purchase of<br />
large equipment is<br />
$1,086,298; Biochem<br />
equipment is<br />
$269,742; total<br />
project cost is<br />
$6,598,944.<br />
Construction is<br />
anticipated to be<br />
substantially complete<br />
by February 2013 with<br />
final completion by April<br />
2013.<br />
LS#35 Odor<br />
Control Project<br />
DB<br />
Design Engineer: Webster Environmental<br />
Contractor: To Be Determined<br />
The LS#35 Odor Control project replaces the<br />
existing biological odor control unit to achieve<br />
a more reliable, effective H2S removal rate.<br />
Addition of a second stage biological filter will<br />
more effectively remove organic odors.<br />
Engineering is complete.<br />
The odor control equipment<br />
has been delivered. CMAR<br />
is under contract.<br />
The site design has been<br />
completed and the CMAR<br />
services for the project have<br />
been awarded to Encore<br />
Construction through<br />
competitive bidding. The Odor<br />
Control Equipment has been<br />
delivered. Sub-contractor bids<br />
are due on August 2, <strong>2012</strong>.<br />
Board approval of the<br />
Guaranteed Maximum Price is<br />
anticipated to be requested via<br />
consent agenda at the August<br />
8, <strong>2012</strong> meeting.<br />
Engineer’s<br />
Estimate<br />
Project,<br />
equipment<br />
installation):<br />
$<strong>25</strong>0,000<br />
Equipment<br />
$132,000<br />
Cost<br />
(Total<br />
including<br />
and<br />
cost:<br />
Construction/installation<br />
and start-up of the new<br />
odor control equipment<br />
is anticipated to be<br />
initiated in August and<br />
complete by October<br />
<strong>2012</strong> following the<br />
establishment of<br />
biological colonies in<br />
the biological scrubber<br />
and biological filter.<br />
LS 35 Bypass<br />
Project<br />
LZ<br />
Design Engineer: CPH Engineers, Inc.<br />
CMAR: Encore Construction<br />
The project will construct the force main to<br />
bypass wastewater around Lift Station 35.<br />
Rerouting the force main to bypass LS 35 will<br />
reduce the flow to the lift station.<br />
This project has been<br />
combined with the LS 35<br />
odor control equipment<br />
installation project.<br />
The design has been<br />
completed. CMAR service<br />
bidding has been completed.<br />
The project has been<br />
awarded.<br />
The estimated<br />
construction cost is<br />
$315,000<br />
Construction is<br />
scheduled to be<br />
completed by the end<br />
of October, <strong>2012</strong>.<br />
Walnut WRF<br />
(#3) Digester<br />
Rehabilitation<br />
Design Engineer: CPH Engineers, Inc.<br />
Contractor: To Be Determined<br />
The project will include the rehabilitation of<br />
The consultant has<br />
completed a preliminary cost<br />
and feasibility study of the<br />
rehabilitation options. The<br />
2<br />
Preliminary feasibility and cost<br />
evaluation have been<br />
completed. Revised 90%<br />
design plans were received in<br />
$400,000 (engineer’s<br />
revised preliminary<br />
design cost estimate)<br />
Project will be bid to<br />
CMARs currently under<br />
contract with TWA in<br />
<strong>July</strong><br />
with
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
DB<br />
Harmony WTP<br />
Miex<br />
Installation<br />
Project<br />
DB<br />
the existing Santaire package plant currently<br />
utilized as a digester including removal of<br />
failing interior walls and inefficient diffuser<br />
heads. The project also includes the<br />
relocation of blowers from Cypress West<br />
WRF that are not in use. The digester is used<br />
as a treatment train when one of the two<br />
Sequencing Batch Reactors (each SBR is<br />
rated for 75% of the 0.84 MGD plant<br />
capacity) is offline for maintenance or repairs<br />
as the plant is near capacity and one SBR<br />
cannot sustain plant flow for extended<br />
periods.<br />
Design Engineer: CH2MHill<br />
Contractor: To Be Determined<br />
This project will install a magnetic ion<br />
exchange system (MIEX) to remove<br />
Dissolved Organic Compounds (DOC) from<br />
the groundwater. The project is necessary to<br />
meet an FDEP Consent Order to reduce<br />
Disinfection By-Products (DBPs) in the<br />
finished water. DBPs, which are formed<br />
when DOCs react with free chlorine, are<br />
regulated under the Safe Drinking <strong>Water</strong> Act.<br />
As an added benefit, the MIEX system will<br />
remove H 2 S; improve smell, taste, and color;<br />
and reduce chlorine demand.<br />
existing Sanitaire Plant will<br />
was to be rehabilitated to<br />
operate as a Sequencing<br />
Batch Reactor (SBR);<br />
however, the anticipated cost<br />
is higher than expected so<br />
the digester will be rehabbed<br />
as is.<br />
Design is underway.<br />
On June 13, <strong>2012</strong> the Board<br />
of Supervisors approved an<br />
addendum with CH2M Hill for<br />
the design, permitting,<br />
bidding and construction<br />
administration services for<br />
the Miex system installation.<br />
On June 15, <strong>2012</strong> the Board<br />
approved staff to proceed<br />
with the design and<br />
installation of a 300 GPM<br />
MIEX unit.<br />
June, <strong>2012</strong> and reviewed by<br />
operations and engineering<br />
staff. Minor revisions are<br />
required and will be complete<br />
by the end of <strong>July</strong>. The<br />
project will be bid to CMARs<br />
currently under contract with<br />
<strong>Toho</strong>.<br />
Negotiations are underway<br />
with Orica (manufacturer of<br />
MIEX) for the Owner Direct<br />
Purchase (ODP) of the MIEX<br />
<strong>Water</strong> Treatment System,<br />
which is a long lead item<br />
(approximately 28 - 32 weeks<br />
for design and fabrication).<br />
The ODP is necessary to<br />
ensure the consent order<br />
schedule is met.<br />
Engineer’s Estimated<br />
Cost of Construction:<br />
$1,300,000<br />
subcontractors bidding<br />
in August. A 6-month<br />
construction period is<br />
estimated.<br />
Design to be complete<br />
by the end of<br />
November <strong>2012</strong>, with<br />
construction beginning<br />
in January 2013. The<br />
project is anticipated to<br />
be complete by the<br />
FDEP Consent Order<br />
deadline of April 2013.<br />
South<br />
Bermuda WRF<br />
Central<br />
Electrical<br />
Building<br />
Engineer: AECOM.<br />
CMAR: Wharton-Smith.<br />
This project will provide a centralized and<br />
reliable backup power supply to serve the<br />
entire South Bermuda <strong>Water</strong> Reclamation<br />
Facility (SBWRF). The existing power backup<br />
system at SBWRF consists of remote<br />
generators dedicated to individual plant<br />
processes. Some of the existing generators<br />
do not have sufficient capacity to supply<br />
power as the processes have been<br />
expanded during previous projects. SBWRF<br />
is a public access reuse facility; therefore<br />
FDEP requires Class 1 reliability for the<br />
electrical system. Class 1 reliability requires<br />
that no single fault or power failure would<br />
disrupt operation of multiple motor control<br />
The central electrical building<br />
and generator work is<br />
substantially complete. The<br />
system is currently in service.<br />
Installation of the lab electric<br />
feeder is 20% complete.<br />
3<br />
The open cut portion of the<br />
electrical conduit is 50%<br />
complete. The directional<br />
bore portion of the conduit<br />
installation is 30% complete.<br />
Once the entire conduit is<br />
installed and the equipment is<br />
delivered, the conductor wires<br />
will be pulled, and the<br />
electrical equipment will be<br />
installed. A 4 week delay is<br />
expected for delivery of the<br />
electrical equipment, due to<br />
product availability and<br />
manufacture lead times.<br />
$462,486<br />
(Engineering Design<br />
& Construction Phase<br />
Services Cost)<br />
$87,660 (CMAR<br />
Preconstruction<br />
Services)<br />
$1,323,333 (Owner<br />
Direct Purchase of<br />
Generators, Fuel<br />
Tanks, Switchgear,<br />
etc.)<br />
$40,175 (Permitting<br />
Fees, by <strong>Toho</strong>)<br />
Construction<br />
August 2011.<br />
initiated<br />
Substantial Completion<br />
issued June <strong>2012</strong>.<br />
Final Completion<br />
(including lab electrical<br />
feeder) scheduled for<br />
September <strong>2012</strong>.
GE<br />
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
Lift Station<br />
Rehab 2011<br />
centers. This project will allow SBWRF to<br />
meet the Class 1 requirement.<br />
The backup power supply will be provided via<br />
two generators connected via paralleling<br />
switchgear. The paralleling switchgear<br />
allows the generators to operate as a single<br />
unit with the added ability to shed electrical<br />
loads if one of the generators was<br />
incapacitated. Two generators will be<br />
installed at this time with a third future<br />
generator installed as power demand<br />
increases with completion of future plant<br />
expansion projects.<br />
Engineer: In-House<br />
Contractor: In-House<br />
Eight lift stations have been prioritized for<br />
rehabilitation due to existing conditions of the<br />
various components at each station. This<br />
project will be designed and constructed in 2<br />
phases:<br />
Phase I: LS-64, LS-5B, LS-20B<br />
Phase II:LS-76, LS-1<strong>25</strong>, LS-15, LS-17P,LS-<br />
18P<br />
Rehabilitation efforts to include pump &<br />
piping replacement, wetwell repair & coating,<br />
electrical upgrades, SCADA upgrades,<br />
fencing improvements, and other<br />
rehabilitation efforts as required at each<br />
station.<br />
Phase I:<br />
LS 5B construction is<br />
underway. The Startup is<br />
scheduled for <strong>July</strong> 23, <strong>2012</strong>.<br />
LS 20B and LS 64<br />
construction have not been<br />
initiated yet.<br />
Phase II:<br />
Draw down test on all Phase<br />
II lift stations has been<br />
completed. Survey has been<br />
completed for all lift stations.<br />
Hydraulic modeling and 60%<br />
design is underway.<br />
Phase I:<br />
LS 5B: Pumps, piping, top<br />
slab have been installed;<br />
wetwell has been coated.<br />
Electrical construction is<br />
underway.<br />
Phase II:<br />
60% Design has been<br />
initiated.<br />
$64,130 (KUA<br />
Services, by <strong>Toho</strong>)<br />
$3,724,024 (GMP,<br />
including Owner’s<br />
Contingency and<br />
CMAR Construction<br />
Phase Services)<br />
$275,448 (Lab<br />
Electrical Feeder<br />
Change Order)<br />
The pre-design<br />
budget is $1,000,000.<br />
LS 5B Pump/control<br />
panel bid = $29,992<br />
LS 20B Pump/control<br />
panel bid = $<strong>25</strong>,996<br />
LS 64 Pump/control<br />
panel = $23,<strong>25</strong>4<br />
LS 5B Electrical bid =<br />
$23,721<br />
LS 20B Electrical bid<br />
= $24,717<br />
LS 64 Electrical =<br />
$23,721<br />
LS 5B Piping/valve<br />
bid = $10,000<br />
LS 20B Piping/valve<br />
bid = $15,300<br />
Phase I construction<br />
schedule:<br />
LS 5B:<br />
5/12/<strong>2012</strong> to 8/03/<strong>2012</strong>,<br />
on schedule.<br />
LS 20B:<br />
8/6/<strong>2012</strong> to 10/19/<strong>2012</strong><br />
LS 64:<br />
10/22/<strong>2012</strong> to 1/4/2013<br />
(tentative schedule)<br />
Phase II:<br />
Design and bid is<br />
scheduled to be<br />
completed<br />
in<br />
September <strong>2012</strong> and<br />
construction is<br />
scheduled to be<br />
completed in <strong>July</strong> 2013.<br />
GE/LZ<br />
LS 64 Piping/valve<br />
bid = $10,000<br />
4
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
2010 Lift<br />
Station Rehabs<br />
AG<br />
Design Engineer: Woolpert<br />
Contractor: TLC Diversified<br />
Rehab of LS-9 (Hart Ave), LS-14 (IHOP), LS-<br />
<strong>25</strong>B (Osceola Parkway), LS-42P (Country<br />
Club), LS-65P (Marigold), and LS-67P<br />
(Laurel Ave): These stations have been in<br />
service for 20+ years and are located in<br />
areas that are built out. With the exception of<br />
LS-65P which will receive dry-well painting,<br />
new discharge piping, and new electrical &<br />
instrumentation components, all stations<br />
require new pipes and pumps, above ground<br />
piping, and wet well rehab and coating in<br />
order to meet TWA's current design<br />
standards.<br />
The pre-construction meeting<br />
is scheduled for 7/<strong>25</strong>/12.<br />
The construction contract was<br />
awarded to TLC Diversified<br />
and the Notice of Award<br />
documents were distributed.<br />
The engineering<br />
design contract is<br />
$227,804 and the<br />
construction contract<br />
is $1.14 million.<br />
The construction phase<br />
began <strong>July</strong> <strong>2012</strong> and<br />
has a construction<br />
duration of 12 months.<br />
BVL Lift Station<br />
(LS) 21 and<br />
Force Main<br />
project<br />
Engineer: Woolpert Inc.<br />
Contractor: Strickler Brothers, Inc.<br />
BVL lift station (LS) 17 receives flow from LS<br />
21 and LS 22. LS 17 is site restricted and<br />
cannot be expanded to bring the station up to<br />
TWA Standards. The project will upsize LS<br />
21 and construct approximately 9,500 LF of<br />
new 12" force main to direct the flow to BVL<br />
master lift station instead of pumping to LS<br />
17 to eliminate the need to expand LS 17.<br />
Force main construction is<br />
65% completed. Lift station<br />
21B rehab construction has<br />
not been initiated.<br />
6,100 LF of force main has<br />
been constructed.<br />
$136,755<br />
(engineering cost)<br />
LS 21 and force<br />
main: $988,655<br />
(awarded to Strickler<br />
Brothers)<br />
The<br />
project<br />
construction is<br />
scheduled<br />
to<br />
substantially complete<br />
in November, <strong>2012</strong>.<br />
LZ<br />
LS 21B replacement and force main<br />
extension has been awarded to Strickler<br />
Brothers, Inc. The LS 17B rehab will be<br />
added to In-house lift station rehabilitation<br />
pilot program.<br />
Pleasant Hill<br />
Road <strong>Water</strong><br />
Main Extension<br />
Design Engineer: Barnes, Ferland &<br />
Associates<br />
Contractor: To Be Determined<br />
The project consists of the extension of<br />
approximately 2,700 lineal feet of 16” water<br />
main along Pleasant Hill Road from Reaves<br />
Road to Grasmere View Parkway. Interconnections<br />
with existing water mains at<br />
Fountainbleu Blvd and Oak Pointe Blvd are<br />
also proposed.<br />
The water permit for this<br />
project is still pending from<br />
the Florida Department of<br />
Environmental Protection<br />
(FDEP). FDEP has<br />
requested additional<br />
information to complete their<br />
review of the permit<br />
application.<br />
Staff will compile the<br />
The Notice of Award package<br />
previously sent to Wright’s<br />
Excavating has been returned<br />
to staff. Staff to review the<br />
package for completion the<br />
week of 7/23/12.<br />
$593,716 (Low Bid<br />
Amount)<br />
Construction initiation is<br />
scheduled for August<br />
<strong>2012</strong>.<br />
5
EM<br />
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
A scope amendment was approved for the<br />
design of water services and stub-outs to<br />
existing vacant properties and properties<br />
currently on well water.<br />
This work will allow the decommissioning of<br />
the existing Pleasant Hill Lakes WTP<br />
previously owned by O&S Services & will<br />
interconnect the Eastern Regional <strong>Water</strong><br />
System with Poinciana WTP #6.<br />
information requested by the<br />
FDEP and will submit by<br />
7/20/12.<br />
Old Lake<br />
Wilson Road<br />
Widening<br />
Engineer: HWA.<br />
CMAR: WG Mills, Inc. / Ranger Building<br />
Services, Inc., a Joint Venture.<br />
Utility Subcontractor: Wright’s Excavating<br />
This project consists of utility relocations<br />
along Old Lake Wilson Road between<br />
Westgate Boulevard and Sinclair Road in<br />
conjunction with the County’s road widening<br />
project. This project also includes a 12” and<br />
16” reuse main along Old Lake Wilson Road<br />
between Livingston Road and Sinclair Road<br />
and a reuse connection at Livingston Road<br />
and Sand Hill Road. The reuse<br />
improvements will provide 0.2 MGD of reuse<br />
to existing developments along the<br />
Livingston and Old Lake Wilson Road<br />
corridors. Reuse demand within the<br />
corridors will increase to approximately 1.2<br />
MGD as the area is further developed.<br />
The utility improvements include: 2,700 LF of<br />
30” water main (WM), 2,600 LF of 24” WM,<br />
800 LF of 16” 12” and 8” WM, 1,200 LF of<br />
16” reuse main (RM), 12,500 LF of 12” RM,<br />
4,300 LF of 30” force main (FM), 2,400 LF of<br />
8” FM, and 700 LF of 12” 10” and 6” FM.<br />
The utility portion of the<br />
project is substantially<br />
complete, pending submittal<br />
of the Substantial Completion<br />
form by the CMAR and<br />
FDEP water main clearance.<br />
The utility contractor is<br />
currently completing punchlist<br />
items generated on the<br />
substantial completion<br />
walkthrough.<br />
Final wastewater permit<br />
clearance has been received.<br />
Final water permit clearance<br />
application has been<br />
submitted to FDEP.<br />
Design Contract:<br />
$226,800 (Total)<br />
$161,000 (TWA<br />
Share)<br />
$ 65,800 (County<br />
Share)<br />
Utility Construction<br />
Contract (including<br />
CMAR fees, CEI<br />
services, materials<br />
testing, insurance,<br />
bonds, &<br />
contingency):<br />
$4,467,900 (Total)<br />
$3,172,200 (TWA<br />
Share)<br />
$1,295,700 (County<br />
Share)<br />
$33,912 (County<br />
share of Change<br />
Orders)<br />
$161,494 (TWA<br />
share of Change<br />
Orders)<br />
Utility bids opened<br />
February 15, 2010.<br />
Interlocal Agreement<br />
recorded June 28,<br />
2010.<br />
Utility Substantial<br />
Completion expected<br />
<strong>July</strong> <strong>2012</strong>.<br />
Utility Final Completion<br />
scheduled August<br />
<strong>2012</strong>.<br />
This work is to be constructed under the<br />
<strong>Toho</strong> <strong>Water</strong> <strong>Authority</strong>/Osceola County<br />
interlocal agreement recorded June 28,<br />
2010. The agreement stipulates that County<br />
is to reimburse TWA for relocation of all<br />
mains currently located within easements<br />
affected by the acquisition of additional<br />
6
GE<br />
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
ROW. These efforts account for 29% of the<br />
utility contract amount.<br />
Hoagland Blvd.<br />
Segment 1<br />
<strong>Water</strong> Main &<br />
Sewer Main<br />
Relocation and<br />
Reuse Main<br />
Addition<br />
LZ<br />
Design Engineer: Hanson Walter Associates<br />
Contractor: Jr. Davis Construction Company<br />
The Hoagland Blvd. Segment 1 project will<br />
adjust the existing 16" water main and two<br />
existing force mains (6" and 20") to<br />
accommodate the County roadway widening<br />
project from US-192 to 5th street. In addition<br />
to the adjustments, a new 16-inch reuse<br />
main will be constructed. This project is a<br />
cooperative effort between the County and<br />
TWA and the utility work will be constructed<br />
in conjunction with the roadway project.<br />
All water main deflections,<br />
force main, and reuse main<br />
installation have been<br />
completed. The 6" force main<br />
has been removed. The 20"<br />
force main removal is<br />
underway. Utility construction<br />
is approximately 95%<br />
completed.<br />
Reuse main installation has<br />
been completed.<br />
The low bid price for<br />
utility work is<br />
$1,214,249.50.<br />
The project completion<br />
date has been<br />
extended to September<br />
<strong>2012</strong> by County due to<br />
the addition of roadway<br />
work. Utility work is<br />
scheduled to be finally<br />
completed by<br />
September <strong>2012</strong>.<br />
Reuse WM<br />
System<br />
Improvements<br />
AG<br />
Design Engineer: CPH<br />
Contractor: Wright’s Excavating<br />
Extension of reuse water mains to developed<br />
areas that have reuse infrastructure but are<br />
connected to potable water. Line extension<br />
projects have been identified that will connect<br />
the following developments to TWA’s reuse<br />
system: Country Crossing, VoTech,<br />
Westminster Gardens, and Windward Cay.<br />
The pre-construction meeting<br />
will be scheduled by the end<br />
of <strong>July</strong>.<br />
Connection of the Indian<br />
Point, Eagle Point, Lake<br />
Brantley Resort, Cumbrian<br />
Lakes, Liberty Village and<br />
Bellavida Phase 2 has been<br />
delayed to construct the<br />
reuse main in conjunction<br />
with the County’s delayed<br />
Poinciana Blvd. Road<br />
Improvements project.<br />
The construction contract was<br />
awarded to Wright’s<br />
Excavating and the Notice of<br />
Award documents were<br />
distributed.<br />
The engineering<br />
design contract is<br />
$90,320.00 and the<br />
construction contract<br />
is $503,091.<br />
The construction phase<br />
began <strong>July</strong> <strong>2012</strong> and<br />
has a construction<br />
duration of 6 months.<br />
Osceola<br />
Parkway –<br />
Florida<br />
Turnpike <strong>Water</strong><br />
Main Crossing<br />
Design Engineer: CPH Engineers<br />
Contractor: To Be Determined<br />
The project consists of the extension of<br />
approximately 2,000 lineal feet of 24” water<br />
main directional bored or jack and bored<br />
under the Florida Turnpike. The main will<br />
connect the <strong>Toho</strong> I system with the newly<br />
constructed <strong>Toho</strong> III water main on Osceola<br />
Parkway.<br />
The water main extension is required to<br />
provide the prescribed level of service to the<br />
area now served by the offline Springlake<br />
Village WTP; (to eventually be<br />
decommissioned); interconnecting the<br />
Buenaventura Lakes subdivision with the<br />
CPH Engineers has made<br />
several attempts to schedule<br />
a meeting with the Turnpike<br />
<strong>Authority</strong> to determine their<br />
design requirements for<br />
crossing the Turnpike. Once<br />
these requirements are<br />
known, CPH will finalize the<br />
scope of design services.<br />
7<br />
CH2M Hill has completed their<br />
hydraulic analysis to<br />
determine the minimum pipe<br />
size required to interconnect<br />
the TOHO I and TOHO III<br />
water systems. The minimum<br />
pipe size required is a 16”<br />
pipe.<br />
Design will be finalized and<br />
constructed in the next dry<br />
season (between December<br />
<strong>2012</strong> and May 2013.<br />
$1,800,000 (Predesign<br />
Estimate)<br />
Staff will develop a<br />
schedule upon<br />
completion of CPH’s<br />
scope.<br />
Funds are proposed for<br />
Fiscal Year <strong>2012</strong>-13.
EM<br />
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
Eastern Regional <strong>Water</strong> System (<strong>Toho</strong> 1)<br />
allowing for the eventual decommissioning of<br />
the Buenaventura Lakes WTP; and part of an<br />
overall improvement to the Parkway WTP<br />
distribution system to serve the Springlake<br />
Village service area.<br />
Oak Street<br />
Road Widening<br />
Design Engineer: TY Lin & Associates, Inc.<br />
Contractor: To Be Determined<br />
The project consists of the relocation of<br />
approximately 740 lineal feet of 8” water<br />
main; 180 lineal feet of 6” water main; 20<br />
lineal feet of 14” water main; and 80 lineal<br />
feet of 14” force main; replacement of<br />
approximately 750 lineal feet of 8” sanitary<br />
sewer pipe; and the extension of<br />
approximately 3,400 lineal feet of 16” force<br />
main and one mile of 12” reuse main. The<br />
project will be constructed in conjunction with<br />
the City of Kissimmee’s proposed roadway<br />
improvements for Oak Street.<br />
Staff is currently reviewing<br />
revised final plans and the<br />
Florida Department of<br />
Transportation permit<br />
applications for the proposed<br />
CSX railroad crossing.<br />
The City has notified staff<br />
that construction of the<br />
project has been delayed to<br />
January 2013, at the earliest.<br />
There has been no significant<br />
progress on the design plans<br />
since the previous Major<br />
Project Summary.<br />
$1,300,000<br />
(Engineer’s<br />
Estimate)<br />
Revised<br />
Construction follows the<br />
City’s schedule. A firm<br />
schedule from the City<br />
is not available.<br />
EM<br />
The water main and force main relocations<br />
are required to avoid conflicts with the City’s<br />
proposed roadway improvements. The sewer<br />
replacement is required due to the poor<br />
condition of the existing main. The proposed<br />
force main will parallel the existing main &<br />
eliminate an existing hydraulic constriction<br />
and provide capacity for future growth. The<br />
proposed reuse main will replace potable<br />
irrigation with reuse and supply future<br />
customers with reuse once reuse water<br />
becomes available in the area.<br />
Martin Luther<br />
King.<br />
Boulevard Ph.<br />
3<br />
(from Dyer<br />
Blvd to<br />
Thacker Ave)<br />
Design Engineer: Hanson, Walter &<br />
Associates (HWA)<br />
Contractor: To Be Determined<br />
The project consists of the extension of<br />
approximately 3,800 lineal feet of 16” water<br />
main; 2,400 lineal feet of 8” sanitary sewer<br />
main; and the replacement/rehabilitation of<br />
1,000 lineal feet of existing 8” sanitary sewer<br />
pipe. The project will be constructed in<br />
conjunction with the City of Kissimmee’s<br />
HWA is currently working<br />
towards 100% design plans<br />
and project manual.<br />
Staff will complete review by<br />
7/20/12 of a scope<br />
amendment that consists of<br />
additional Level A survey<br />
(ground penetrating radar;<br />
electromagnetic induction;<br />
etc.) to locate and identify<br />
There has been no significant<br />
progress on the design plans<br />
since the previous Major<br />
Project Summary.<br />
$1,700,000 (90%<br />
Design Estimate)<br />
The City has informed<br />
staff that bid<br />
advertisement for this<br />
project will occur in<br />
October <strong>2012</strong>.<br />
8
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
EM<br />
Osceola<br />
Parkway<br />
(from<br />
Buenaventura<br />
Blvd. to<br />
Boggy Creek<br />
Rd.)<br />
proposed roadway construction.<br />
With the completed phases 1 and 2 the 16"<br />
water main will extend from Central Avenue<br />
to Dyer Boulevard providing a loop system<br />
that will increase system pressures in the<br />
southern portions of the City area; improve<br />
service to the area south with pressure<br />
issues (i.e., Brighton Lakes, The Oaks, Good<br />
Samaritan Village); and provide water service<br />
to vacant parcels along the roadway corridor.<br />
The sewer extension will provide sewer<br />
service to approximately 7 to 10 vacant<br />
parcels. The exact amount of parcels is<br />
currently unknown. These parcels and the<br />
City's proposed landscaped median will<br />
benefit from the existing 30” reuse main. The<br />
existing sewer pipe requires rehabilitation<br />
due to the condition and age of the<br />
infrastructure.<br />
Design Engineer: CPH Engineers<br />
Contractor: To Be Determined<br />
The project consists of the extension of<br />
approximately 11,200 lineal feet of 24” water<br />
main; relocation/upsizing of 2,900 lineal feet<br />
of 6” force main to 8”; and relocation of an<br />
estimated 300 lineal feet of 6” force main.<br />
The project’s construction has been split<br />
in two. One portion will construct the<br />
new 8” force main ahead of the roadway<br />
improvements. The second portion will<br />
construct the 24” water main and the<br />
miscellaneous force main relocations in<br />
conjunction with Osceola County’s roadway<br />
improvements.<br />
The water main extension is required to<br />
provide the prescribed level of service to the<br />
area now served by the offline Springlake<br />
Village WTP; (to eventually be<br />
decommissioned); interconnecting the<br />
Buenaventura Lakes subdivision with the<br />
Eastern Regional <strong>Water</strong> System (<strong>Toho</strong> 1)<br />
allowing for the eventual decommissioning of<br />
potential debris along the<br />
path of the proposed water<br />
and sewer utilities.<br />
Force main construction is<br />
currently underway.<br />
CPH has completed<br />
100% design on the 24”<br />
water main and<br />
miscellaneous force main<br />
relocations.<br />
A pre-bid meeting for the<br />
water main and other<br />
miscellaneous utility<br />
relocations is scheduled<br />
for 7/20/12.<br />
9<br />
Force main construction is<br />
approximately <strong>25</strong>%<br />
complete.<br />
<strong>Water</strong> main and other<br />
miscellaneous design plans<br />
have been submitted to<br />
Osceola County for<br />
bidding.<br />
Force Main<br />
Upsizing Low Bid =<br />
$184,385.00<br />
<strong>Water</strong> Main and<br />
Miscellaneous<br />
Force Main<br />
Relocations =<br />
$1,800,000 (90%<br />
Design Estimate)<br />
Force Main<br />
construction currently<br />
underway.<br />
<strong>Water</strong> Main<br />
construction is<br />
scheduled to start by<br />
the end of<br />
September <strong>2012</strong>.
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
the Buenaventura Lakes WTP; and part of an<br />
overall improvement to the Parkway WTP<br />
distribution system to serve the Springlake<br />
Village service area.<br />
EM<br />
The force main upsizing is necessary to<br />
serve the peak demands of the existing<br />
homes in the area. The existing force<br />
main and pump station system was<br />
constructed prior to the <strong>Authority</strong><br />
purchasing the BVL utility system and is<br />
undersized for the peak flow condition.<br />
SB WRF Lab<br />
Expansion<br />
AG<br />
Architect: KZF Design<br />
Contractor: Welbro-Quinn Constructors<br />
The project will expand the existing<br />
laboratory building at the South Bermuda<br />
WRF 2,000 square feet to include a receiving<br />
and storage room, offices, conference and<br />
support spaces, additional parking, and<br />
minimal landscaping. The existing lab<br />
building was designed for 3 people and there<br />
are currently 6 employees working there. A<br />
trailer is being leased to accommodate the<br />
required office space and support areas.<br />
The expansion of <strong>Toho</strong>’s service areas and<br />
the increased FDEP testing requirements<br />
necessitates additional space for equipment.<br />
Construction is substantially<br />
complete.<br />
The contractor has completed<br />
the floor tile installation and<br />
the millwork, poured the<br />
concrete parking lot and<br />
walkway, and painted the<br />
exterior of the building.<br />
$583,000<br />
(Construction<br />
Contract)<br />
Construction began<br />
March <strong>2012</strong> and will be<br />
substantially complete<br />
by <strong>July</strong> <strong>2012</strong>.<br />
Poinciana Blvd<br />
Ph 3<br />
Engineer: Infrastructure Engineers.<br />
CMAR: Manhattan Construction<br />
Utility Subcontractor: TBD.<br />
This project consists of installing utility<br />
improvements along Poinciana Blvd between<br />
Oren Brown Road and Cumbrian Lakes Drive<br />
in conjunction with the County’s Right-of-Way<br />
improvement project.<br />
The project includes construction of<br />
approximately 1,000 LF of 8” and 12” water<br />
main and 9,400 LF of 20” water main. Also<br />
included are multiple locations where the<br />
existing 20” reuse main is to be diverted to<br />
The final project design has<br />
been revised based on<br />
FDEP, TWA, and CMAR<br />
comments.<br />
FDEP has issued the water<br />
permit.<br />
$187,596<br />
(Engineering, Survey,<br />
SUE, & Geotech<br />
Services)<br />
$1.5M<br />
(Estimated<br />
Construction Cost)<br />
Interlocal Agreement<br />
executed March <strong>2012</strong>.<br />
Design finalized <strong>July</strong><br />
<strong>2012</strong>.<br />
FDEP permit issued<br />
<strong>July</strong> <strong>2012</strong>.<br />
Utility work expected to<br />
be bid <strong>July</strong> <strong>2012</strong>,<br />
dependent on CMAR<br />
schedule.<br />
Substantial Completion<br />
10
GE<br />
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
allow construction of the County’s drainage<br />
improvements.<br />
The work will be constructed under the <strong>Toho</strong><br />
<strong>Water</strong> <strong>Authority</strong>/Osceola County interlocal<br />
agreement as recorded Mar. 19, <strong>2012</strong>.<br />
Pursuant to the agreement, the County’s<br />
selected CMAR will be responsible for<br />
bidding the TWA utility work to pre-qualified<br />
utility contractors.<br />
expected December<br />
<strong>2012</strong>. To be updated<br />
following project<br />
bidding.<br />
Final Completion<br />
expected January<br />
2013. To be updated<br />
following project<br />
bidding.<br />
11
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
Automatic<br />
Meter Reading<br />
(Phase 2A-<br />
KUA <strong>Water</strong><br />
Only<br />
Deployment)<br />
Engineer: None<br />
Contractor: Grid One Solutions (formerly VSI<br />
Metering Services)<br />
Benefits<br />
Reduced Operating Costs – AMR will<br />
eliminate the need for manual data collection<br />
which is currently accomplished by individual<br />
meter reading personnel from KUA and<br />
Severn-Trent who drive a vehicle to the read<br />
route, walk the route, and report the data<br />
back to KUA and Severn-Trent. Automatic<br />
meter reading will provide an increased<br />
performance in the data collection. Read<br />
errors will be avoided along with missed<br />
meter readings. AMR collected data will<br />
provide a secure data flow between the AMR<br />
system and other applications avoiding<br />
manual data entry or manual data transfer as<br />
potential source of error is eliminated.<br />
Customer Service – Utilizing an AMR system<br />
will provide constant access to real-time data<br />
and have meter readings available upon<br />
request. This will help in resolving customer<br />
issues.<br />
Overall costs for meter reading will be<br />
reduced and thereby total operating costs.<br />
Additionally, Customer Service and Field<br />
Operations will be able to react quicker in<br />
abnormal situations and monitor demand and<br />
consumption more closely.<br />
Construction<br />
The KUA work management<br />
interface program is complete.<br />
The pilot installations for the<br />
KUA <strong>Water</strong> Only Area began<br />
on 1/17/12 and concluded on<br />
2/4/12.<br />
The Board of Supervisors<br />
approved moving forward with<br />
the project in the “<strong>Water</strong> Only”<br />
area on 2/22/12.<br />
The Data Collection<br />
infrastructure was completed<br />
in May <strong>2012</strong>.<br />
Work started on 4/23 however<br />
the contractor was on hold<br />
due to resignation of PM –<br />
New PM was in place on 5/24.<br />
Board update took place on<br />
6/13.<br />
1,762 endpoints have been<br />
set by Grid One out of 16,600<br />
– Data quality has improved –<br />
Project team is developing<br />
production “ramp up” planning.<br />
$3,000,000.00<br />
(Phase II – <strong>Water</strong><br />
Only Estimated Cost)<br />
The Project Managers<br />
will keep the Board<br />
informed on a regular<br />
basis throughout the<br />
pilot.<br />
WFB<br />
Environmental Benefits - Fewer vehicles on<br />
the roads saves fuel and reduces pollution.<br />
The MTU’s utilize a longer life lithium battery<br />
which will reduce the number of used<br />
batteries being sent to landfills. The data<br />
collectors will utilize solar energy which will<br />
eliminate electrical consumption. The AMR<br />
system will assist in detecting water loss and<br />
waste through monitoring of water usage<br />
during “Non-peak” hours.<br />
12
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
POINCIANA PROJECTS<br />
Poinciana<br />
Gravity Sewer<br />
– Raise<br />
manholes to<br />
grade.<br />
TN<br />
Gravity Sewer<br />
– Repair &<br />
Rehab<br />
Consultant/Contractors:<br />
Bid specification developed by staff.<br />
Manhole raising and rehab to be performed<br />
by Hinterland Group.<br />
Project Description:<br />
The Poinciana’s WWTP#3 collection system<br />
basin was surveyed to identify all buried and<br />
below grade manholes. These manholes<br />
contribute to the Inflow problem in this area<br />
and complicate assessment and operational<br />
maintenance activities. This project will 1)<br />
raise all manholes greater than 8” below<br />
grade and 2) raise all manholes located in<br />
swales or other areas prone to flooding.<br />
Manholes located in the WWTP#2 collection<br />
systems meeting the same criteria as above<br />
are included in this scope.<br />
Consultant/Contractors:<br />
Bid specification for manhole repairs is being<br />
developed by Engineering Technologies<br />
(ET).<br />
Project Description:<br />
Complete rehab and repairs to specified<br />
areas of the gravity sewer collection system.<br />
1. Four high priority areas identified by Field<br />
Services (S. Poinciana & Mercantile,<br />
Lakeside & Boggy Creek, N Old Lake<br />
Wilson & 192, and Formosa Gardens &<br />
192). Repair infiltration and line 67<br />
manholes.<br />
2. The 2010 collection system condition<br />
assessments identified the following for<br />
rehab:<br />
Repair infiltration sources in<br />
manholes (171 manholes)<br />
Rehab or replace manholes with<br />
surface corrosion significant enough<br />
to affect structural integrity (27<br />
All construction activities<br />
including: raising manholes<br />
to grade (224), leak<br />
stoppage (27) and lining<br />
manholes (23) have been<br />
completed.<br />
Final pay application<br />
processed.<br />
Project closed out.<br />
Field inspections completed<br />
by ET on the four areas<br />
identified by Field Services.<br />
Staff has reviewed and<br />
accepted<br />
ET’s<br />
recommendations.<br />
Asset defect and location<br />
information has been<br />
provided to ET for inclusion<br />
in the bid specification.<br />
Staff has completed an initial<br />
review of the bid<br />
specification and has met<br />
with the consultant to provide<br />
feedback.<br />
ET provided a revised Bid<br />
Specification to staff for<br />
review 7/13/12.<br />
Staff review and addition<br />
13<br />
Final pay application<br />
processed.<br />
Project closed out.<br />
Revised Bid Specification<br />
received from ET on 7/13/12.<br />
Total project cost<br />
$201,307.20 resulting<br />
in a surplus of<br />
approximately<br />
$30,0000<br />
Manhole rehab and<br />
repair estimate -<br />
$893,560<br />
Gravity Main rehab<br />
and repair estimate -<br />
$935,000 (based on<br />
replacement cost)<br />
Raise Manholes:<br />
Proposals Due<br />
7/7/11 - Completed<br />
Select apparent low<br />
bidder<br />
7/17/11 - Completed<br />
Obtain Board’s<br />
approval to proceed<br />
7/27/11 - Completed<br />
Field Data Collection<br />
10/<strong>25</strong>/11 - Completed<br />
Raise Manholes<br />
2/28/12 - Completed<br />
Project Close-out<br />
6/21/12 - Completed<br />
Repair/Rehab<br />
Manholes:<br />
Consultant to develop<br />
bid specification for<br />
Repair and Rehab<br />
8/2/12<br />
Advertise Bid<br />
8/3/12<br />
Select apparent low<br />
bidder<br />
9/4/12<br />
Obtain Board’s<br />
approval to proceed<br />
9/26/12
Major Project Summaries 07.<strong>25</strong>.12<br />
Project Project Status Progress from Cost Schedule<br />
Name Description Previous Report Estimate<br />
manholes)<br />
Repair structural defects and<br />
significant infiltration sources found<br />
in gravity mains (13,617 LF of<br />
gravity main).<br />
revisions (as necessary) will<br />
be completed to permit a<br />
8/3/12 advertise date.<br />
TN<br />
ET will inspect these areas as necessary and<br />
develop a bid specification.<br />
14