HomeMy WebLinkAboutItem #12 Wastewater Facility Plan - Large Scale Comprehensive Plan Amendment
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AGENDA ITEM COVER SHEET
Meeting Date: September 21,2010
Item #
12 t:J
Reviewed By:
Department Director:
City Manager: ~ ~
---
Contact Name:
Contact Number:
]fI;L
Mike Rumer
X 1018
Subject: Wastewater Facility Plan Proposed
Comprehensive Plan Amendments
CPA-2010-003
Backaround Summary:
In 2004, the Florida Legislature enacted the Wekiva Parkway and Protection Act (Wekiva Act) found in Part III,
Chapter 369, Florida Statutes. Local governments within the Wekiva Study Area (WSA) are required to develop
a wastewater facility plan for the specific portions of their joint planning areas and utility service areas where
central wastewater systems are not readily available. The purpose of. this effort is to prepare a Wastewater
Facility Plan for the City of Ocoee that meets the Act's requirements for short-range (5-year) and long-range
(-20 year) planning horizons.
The Wastewater Facility Plan and proposed amendments to the Comprehensive Plan are being presented to
the Planning & Zoning Commission / Local Planning Agency for recommendation to the City Commission,
followed by the first public hearing before the City Commission. Next the proposed amendments will be
transmitted to the Department of Community Affairs for review and approval. After addressing any comments
that may be received, the amendments will be presented to the City Commission for final adoption.
Issue:
Should the Honorable Mayor and City Commissioners recommend approval of the: 1) addition of the
Wastewater Facility Plan by Reference to the Comprehensive Plan, and 2) additions to the Sanitary Sewer Sub-
Element and Intergovernmental Coordination Element, for the purpose of implementing the Wastewater Facility
Plan and direct staff to transmit the proposed amendments to the Department of Community Affairs (DCA) for
review and comment?
Recommendations:
Development Review Committee (DRC) Recommendation:
On July 28, 2010, the DRC met to review the proposed amendments to the Comprehensive Plan as proposed
in the Wastewater Facility Plan. The DRC had a brief discussion regarding the usefulness of the updated utility
maps. The DRC then voted to recommend approval of the proposed amendments to the comprehensive plan
as proposed.
Planning and Zoning Commission:
The proposed comprehensive plan amendments were reviewed at a public hearing by the Planning & Zoning
Commission acting as the Local Planning Agency (LPA) on August 10, 2010. The LPA recommend approval of
the: 1) addition of the Wastewater Facility Plan by Reference to the Comprehensive Plan, and 2) additions to
the Sanitary Sewer Sub-Element and Intergovernmental Coordination Element, for the purpose of implementing
the Wastewater Facility Plan to the City Commission.
STAFF RECOMMENDATION:
Staff recommends the Honorable Mayor and City Commissioners approve of the: 1) addition of the Wastewater
Facility Plan by Reference to the Comprehensive Plan, and 2) additions to the Sanitary Sewer Sub-Element
and Intergovernmental Coordination Element, for the purpose of implementing the Wastewater Facility Plan and
direct staff to transmit the proposed amendments to the Department of Community Affairs (DCA) for review and
comment.
Attachments:
Ordinance 2010-
Wastewater Facility Plan
Minutes of August 10, 2010 Planning and Zoning Commission
Financial Impact:
Type of Item: (please mark with an "x'J
~ Public Hearing
~ Ordinance First Reading
Ordinance Second Reading
Resolution
_ Commission Approval
Discussion & Direction
For Clerk's Deat Use:
_____ Consent Agenda
_____ Public Hearing
_____ Regular Agenda
_ Original Document/Contract Attached for Execution by City Clerk
_ Original Document/Contract Held by Department for Execution
Reviewed by City Attorney
Reviewed by Finance Dept.
Reviewed by 0
N/A
N/A
N/A
2
ORDINANCE NO. 2010-
AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA
AMENDING THE OCOEE COMPREHENSIVE PLAN AS
ADOPTED IN 1991, AS AMENDED, FOR THE PURPOSE
OF ADOPTING THE WASTEWATER FACILITY PLAN IN
ORDER TO COMPLY WITH CHAPTER 369, PART III,
FLORIDA STATUTES; AMENDING THE SANITARY
SEWER SUB-ELEMENT OF THE INFRASTRUCTURE
ELEMENT AND THE INTERGOVERNMENT AL
COORDINATION ELEMENT OF THE COMPREHENSIVE
PLAN FOR THE PURPOSE OF IMPLEMENTATION OF
THE WASTEWATER FACILITY PLAN; PROVIDING FOR
SEVERABILITY; PROVIDING AN EFFECTIVE DATE.
WHEREAS, on September 18, 1991, the City Commission of the City of Ocoee
(the "Ocoee City Commission") adopted the City of Ocoee Comprehensive Plan pursuant to
Chapter 163, Florida Statutes, as set forth in Ordinance No. 91-28, which has been amended
from time to time (the "Comprehensive Plan"); and
WHEREAS, pursuant to the provisions of Chapter 369, Part III, Florida Statutes,
the Ocoee City Commission is required to amend the Comprehensive Plan to include an up-to-
date wastewater facility plan for joint planning areas and utility service areas where central
wastewater systems are not readily available; and
WHEREAS, pursuant to Objective 2.3 of the Sanitary Sewer Sub-Element of the
Infrastructure Element of the Comprehensive Plan, the City was required to develop a wastewater
facility plan meeting the requirements of Section 369.320, Florida Statutes; and
WHEREAS, pursuant to Policy 2.3.1 of the Sanitary Sewer Sub-Element of the
Infrastructure Element of the Comprehensive Plan, the City is required to review the goals,
objectives and policies of the Sanitary Sewer sub-element and, if needed, modifY or amend the
Sanitary Sewer sub-element in order to reflect any changes mandated by the Wekiva Parkway
Protection Act; and
WHEREAS, the City has initiated an amendment to the Comprehensive Plan (the
"Amendment") in order to (i) add the Wastewater Facility Plan by reference to the
Comprehensive Plan, and (ii) add provisions to the Sanitary Sewer Sub-Element and
Intergovernmental Coordination Element for the purpose of implementing the Wastewater
Facility Plan; and
WHEREAS, pursuant to Section 163.3177(6)(c), Florida Statutes, the
Amendment does not count toward the limitation on the frequency of adoption of amendments to
the comprehensive plan; and
ORLA_ 1607914.1
-1-
WHEREAS, on August 10, 2010, the City of Ocoee Planning and Zoning
Commission, acting as the Local Planning Agency, at an advertised public hearing unanimously
recommended transmittal of the Amendment to the Florida Department of Community Affairs
(the "Department"); and
WHEREAS, the Ocoee City Commission held advertised public hearings on
, 2010 and , 2010 in order to
obtain public comment regarding the proposed Amendment; and
WHEREAS, the Ocoee City Commission has considered all oral and written
comments received during public hearings, including the recommendations of the Local Planning
Agency; and
WHEREAS, the Ocoee City Commission desires to adopt the Amendment as
recommended by the Local Planning Agency with such changes thereto as the Ocoee City
Commission deems appropriate.
NOW THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF
THE CITY OF OCOEE, FLORIDA, AS FOLLOWS:
Section 1. Authority. The Ocoee City Commission has the authority to adopt this
Ordinance pursuant to Article VIll of the Constitution of the State of Florida and Section
Chapters 163, 166 and 369, Florida Statutes.
Section 2. Incorporation of the Wastewater Facility Plan. The Ocoee City
Commission hereby adopts the Wastewater Facility Plan as set forth in Exhibit "A" attached
hereto and by this reference made a part hereof and incorporates it into the Comprehensive Plan
in its entirety.
Section 3. Amendment to the Sanitary Sewer Sub-Element of the Infrastructure
Element. The Ocoee City Commission hereby amends Subsection V (Goals, Objectives and
Policies) of the Sanitary Sewer Sub-Element of the Infrastructure Element of the Comprehensive
Plan to amend existing Policies and to add new Policies as set forth on Exhibit "B" attached
hereto and by this reference made a part hereof
Section 4. Amendment to the Intere:overnmental Coordination Element. The
Ocoee City Commission hereby amends Subsection IV (Goals, Objectives and Policies) of the
Intergovernmental Coordination Element of the Comprehensive Plan to add new Policies as set
forth on Exhibit "C" attached hereto and by this reference made a part hereof.
Section 5. Public Participation Procedures. The Ocoee City Commission hereby
finds that the Amendment has been adopted in conformity with the Public Participation
Procedures set forth in Section 10 of the Comprehensive Plan.
Section 6. City Commission's Desie:nee. The Ocoee City Commission hereby
designates the Director of Community Development as the designee of the Ocoee City
ORLA_1607914,1
-2-
Commission to transmit this Amendment to the Department and to advise the Department
regarding the dates on which the City held the required public hearings.
Section 7. Transmittal to the Department. The Ocoee City Commission hereby
authorizes and directs that three (3) copies of the adopted Amendment be submitted to the
Department within ten (10) days of the effective date of this Ordinance.
Section 8. Severability. If any section, subsection, sentence, clause, phrase, or
portion of this Ordinance is for any reason held invalid or unconstitutional by any court of
competent jurisdiction, such portion shall be deemed a separate, distinct, and independent
provision and such holding shall not affect the validity of the remaining portion hereto.
Section 9. Effective Date. This Ordinance shall become effective on the tenth (loth)
day after passage and adoption.
PASSED AND ADOPTED this _ day of
,2010.
APPROVED:
ATTEST:
CITY OF OCOEE, FLORIDA
Beth Eikenberry, City Clerk
S. Scott Vandergrift, Mayor
(SEAL)
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA
APPROVED AS TO FORM AND
LEGALITY THIS DAY OF
,2010
ADVERTISED AND
READ FIRST TIME ,2010.
READ SECOND TIME AND ADOPTED
, 2010 UNDER
AGENDA ITEM NO.
FOLEY & LARDNER LLP
By:
City Attorney
ORLA_ 1607914.1
-3-
EXHIBIT "A"
(Wastewater Facility Plan)
[SEE ATTACHED PAGESl
ORLA_1607914.1
-4-
EXHIBIT "B"
(Amendments to the Sanitary Sewer Sub-Element of the Infrastructure Element)
Sanitary Sewer Policy 2.1.4 The City of Ocoee shall allow the use of septic tanks for
development only in areas of suitable soils and when central wastewater services are not
available. Where there are marginal soils, the City may allow the use of septic tanks based on
detailed soil and site analysis so that ground or surface waters will not be polluted. Specific
septic tank criteria shall be governed by the City of Ocoee Subdivision Regulations or
supplemental guidelines adopted under the proposed Land Development Code, as well as the
requirements established in Chapter 64E-6 of the Florida Administrative Code. "Available," as
applied to wastewater services, means that the wastewater services are capable of being
connected to the plumbing of an establishment or residence, are not under a Department of
Environmental Protection moratorium, and have adequate permitted capacity to accept the
sewage to be generated by the establishment or residence.
Sanitary Sewer Policy 2.3.2 The City ofOcoee Wastewater Facilitv Plan, prepared
pursuant to the Wekiva Parkway and Protection Act. is hereby adopted and incorporated into the
Comprehensive Plan and is on file in the Planning Department.
Sanitary Sewer Policv 2.3.3 The Citv will utilize the Wastewater Facility Plan as the
basis for prioritizing the Capital Improvement Program to provide central wastewater service to
properties within the City wastewater service area to minimize on-site wastewater treatment and
disposal systems.
ORLA_1607914,1
-5-
ORLA_1607914.1
EXHIBIT "C"
(Amendments to Intere:overnmental Coordination Element)
Intereovernmental Coordination Policy 2.6 The City will coordinate with the Florida
Department of Health and the Orange County Department of Health regarding the Wastewater
Facility Plan as it relates to Wekiva Act compliance.
-6-
CITY OF OCOEE, FLORIDA
WASTEWATER FACILITY PLAN
PREPARED FOR:
THE CITY OF OCOEE
PREPARED By:
REISS ENGINEERING INC.
12001 RESEARCH PARKWAY, SUITE 228
ORLANDO, FLORIDA 32826
407.679.5358
REI PROJECT No. 6744
JUNE 201 0
C{!G
HEISS FNGn\JEEHII'\IG
PLANNING I DESIGN I CONSTRUCTION
Table of Contents
1.0 INTRODUCTION........ ..... ......... ........... ................................... ............................. ..... ....... I-I
1.1 Background.......... ........... ...... ......................... .................. ........... ...... .................. .......... I-I
1.2 Purpose.... ............ ...... .............. ........... ............ ....... ..... ................ .................................. I-I
1.3 Wekiva Act Requirelnents ............................................................................................. 1-2
2.0 EXI STING CONDITIONS........ .............. ............... ......... ................ ............. ......... ............ 2-1
2.1 Service Area.... ............ ............ ............ ................... .................... ................ ....... ...... ...... 2-1
2.2 Current and Historical Flo\vs ......................................................................................... 2-1
2.3 Wastewater Co Ilection System ......................................................... ............................. 2-3
2.4 Wastewater Treatn1ent Systen1........ ..... ........ ....... ............ ................ ......... ....... ............... 2-3
2.4.1 Influent Flows and Loading Information .................................................................2-4
2.4.2 Wastewater Treatment Performance... ......... ........... ........ .................... ..................... 2-4
2.5 Reclailned Water Systen1.... ........... ..... ...... ...... .............. ..... .......... ............. ..................... 2-5
2.6 H istorica I Recla imed Water Usage ................................................................................ 2-6
2.7 Summary of Wekiva Study Area Comp I iance ...................... ....... .................. ................. 2-7
3.0 FUTU RE CON D ITIONS .. ..................... ................ .......... ........ .......... ....... ................. ....... 3-1
3. I Service Area... ......................... ....... ............. ......... ................................. ......, ........ ......... 3-1
3.2 Flo\v Projections... ....... ........................ .................... ........... ................ ........................... 3-1
3.3 Wastewater Collection and Transmission System ..........................................................3-3
3.4 Elimination of Active On-Site Sewage Sites ..................................................................3-4
3.5 Wastewater TreatJ11ent Systen1... ........... ............. ................... ........ ........... ...................... 3-4
4.0 RECLAIMED WATER SYSTEM FUTURE CONDITIONS ............................................ 4-1
5.0 INFRASTRUCTURE WORK PLAN ................................................................................ 5-1
5.1 Waste\vater Facility Plan ............................................................................................... 5-1
5.2 Five-Year Plan Projects ................................................................................................. 5-1
5.2.1 Ocoee West Transmission System .......................................................................... 5-1
5.2.2 Wastewater Treatment Facility Improvements ............................................:........... 5-3
5.2.3 Maguire Road Reclaimed Pumping Facility 1.0 Million Gallon Storage Addition... 5-4
5.2.4 Reclaimed Water Improvements ............. .................................. ........... .......... ......... 5-4
5.3 Long Range (5 to 10-Year) Plan Projects....................................................................... 5-4
5.3.1 Wastewater Collection and Transmission................................................................ 5-4
5.3.2 Treatment System Improvements... ................ ......... ............. ..... ....... ....................... 5-4
5.3.3 Reclaimed Water Improvements ................. ......................... ............ .................. ..... 5-4
6.0 SUMMARy........ ............ ............. ............ ........ ................. ................. .................... ........... 6-1
6.1 Conclusions..... ............ ............. .............. ............... ......... ........................ .......... ............. 6-1
6.2 Recolnn1endat ions.. ..... .............. .............................. ............. ...... ......,............................ 6-2
@ f~EISS EllGlIlEEf<lllG
List of Tables
Table 2-1. Historical City Wastewater Flows .......................................................................... 2-1
Table 2-2. Flows and Loads For the Capacity Analysis ...........................................................2-4
Table 2-3. Summary of Wastewater Flow Distribution ............................................................2-6
Table 2-4. Summary of Current Wekiva Act Compliance........................................................ 2-7
Table 5-1. City ofOcoee Wastewater 5-Year Facility Plan..................................................... 5-3
Table 6-1. Summary of Current Wekiva Act Compliance ....................................................... 6-1
List of Figures
Figure 2-1. Existing Service Area ......................,...... ..... ............... .................... ....................... 2-2
Figure 2-2. Ocoee WWfF Effluent Nitrogen Results .............................................................. 2-5
Figure 3-1. Future City WW Service Area............................................................................... 3-2
Figure 3-2. City ofOcoee Wastewater Flow Projections.......................................................... 3-3
Figure 3-3. to Year Estimated On-Site Sewage Site Elimination............................................. 3-5
Figme 5-1. City ofOcoee Wastewater Facility Plan ............................................................... 5-2
ii
@ P.EISS EIIGIIIEEP.IIIG
1.0 INTRODUCTION
1.1 Bacl{groulld
In 2004, the Florida Legislature enacted the Wekiva Parkway and Protection Act (Wekiva Act)
found in Part III, Chapter 369, Florida Statutes. Local governments within the Wekiva Study
Area (WSA) are required to develop a wastewater facility plan for the specific portions of their
joint planning areas and utility service areas where central wastewater systems are not readily
available. The purpose of this effort is to prepare a Wastewater Facility Plan for the City of
Ocoee that meets the Act's requirements for short-rangc (5-year) and long-range (-20 year)
planning horizons. This Wastewater Facility Plan will use past planning eftorts combined with
current data and engineering analyses to produce a feasible schedule of infi'astructure
improvements that will meet the City's growth needs and meet regulatory requirements.
The City ofOcoee has performed planning over the last several years that identificd wastcwatcr
infi'astructure to serve development growth in its western service area (Ocoee West). Previous
plans including the NOl1hwest Ocoee Sector Study (DRMP, May 2006) and the Westcrn Force
Main Cost Share (Reiss Engineering, 2007) have partially addressed wastewater facility
planning. These planning efforts laid the groundwork [or the City's wastewater infi'astructure
plan and were the basis for this Wastewater Facility Plan.
1.2 Pu rpose
This 20 I 0 Wastewater Facility Plan for the City of Ocoee servcs to update the City's proposed
infi'astl'Ucture capital planning based on previous planning efforts, current development
information, regulations, and input fi'om City Enginecring, Utilities and Development Services
Departments' staffs. This 2010 Wastewater Facility Plan addresses the applicable Wekiva Act
facility plan requirements as listed below:
o A description of areas within the utility service area that are to be served by central sewer
facilities within 5 years,
o A financially feasible schcdule of improvements,
o An infi'ustructure work plan to build the facilities needed to implement the recommended
improvements ofthis facility plan, including those needed to meet enhanced treatment
standards adopted by the Department of Environmental Protection, and a phase-out of
existing onsite septic tank systems where central facilities are available. The term
"available" shall be interpreted consistent with the definition included in Section
381.0065(2)(a), Florida Statutes.
o A long-range component addressing service of the Wekiva joint planning area or utility
service area.
o A water reuse program that allows [or reuse of reclaim cd watcr on a sitc-by-site basis.
o Updates to wastewater facility plans where the Total Maximum Daily Loads (TMDL)
program requires reductions in point source pollutants [01' a basin or as requircd.
I-I
@ nEl::s EllGlIlEErm IG
1.3 Weldva Aet Requirements
The Florida Department of Environmental Protection (FDEP), utilizing an existing state-wide
aquifer vulnerability model, has established protection zones within the Wekiva Study Area
relative to a location's likelihood of having an impact on the Wekiva Springshed. A large portion
of the Ocoee Wastewater Treatment Facility discharges, including effluent disposal and reuse
water application systems, fall within thc dcsignated "Primary Protection Zone" (the zone with
the highest probability of affecting the Wekiva Springshed), and must adhere to the following
FDEP-proposed parameters:
o No new Rapid Infiltration Basins (RIB's) allowed
o Discharge to existing RIB's: annual-average total nitrogen not to exceed 3 mglL
o Discharge to existing back-up RIB's: no morc than 30% of the total annual wastewater
treatment plant flow and must meet the Reuse irrigation systems limitation (below)
o Reuse irrigation systems: annual-average total nitrogen not to exceed 10 mg/L
o Class A & B residuals for land application are prohibited
1-2
@ HEISS EllGlIlEEfW 10
2.0 EXISTING CONDITIONS
2.1 Service Area
The current City of Ocoee wastewater service area is comprised of approximately 15 square
miles primarily incorporated areas in and around the city limits as shown in Figure 2-1. This
wastewater service area is bordered to the north, cast and south by Orange County Utilities and
to the west by the City of Winter Garden. The current wastewater system, as of mid 2009,
includes service to approximately 7,000 connections. The City's collection systcm collects
wastewater flows into lift stations that pump the flows thru transmission force mains to the City
of Ocoee Wastewater Treatment Faci lity for rcclamat ion.
Portions of incorporated Ocoee utilize ind ividual homeowner septic tanks for wastewater service.
These areas utilizing on-site septic systems include low density developments in thc west and
northwest areas ofthe City, as well as the older central parts ofthe City.
2.2 Current and Historical Flows
Current wastewater average annual daily flows (AADF) for the City of Ocoee range fi'om 1.6 to
1.7 million gallons per day. Wastewater flows have been relatively steady over the last seven
years for the City as shown in Table 2-1. The City determined in its 2007 Capacity Analysis
Report that historical data indicated a 1.08 maximum 3-month average daily flow (TMADF)
peaking factor. Applying the 1.08-maximum 3-month peaking factor to the current AADF
results in a TMADF of approximately 1.8 million gallons pCI' day.
Table 2-1. Historical City Wastewater Flows
Facility
, Average Annual
I Daily Flow
Year (mgd)
2001 1.444
2002 1.4 70
2003 1.616
2004 1.694
2005 1.715
2006 1.654
2007 1.639
2008 1.676
2009 1.630
2-1
@ nEISS EI JGIIIEEr~IIIG
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LEGEND
I Aclive Onsile Sewage SHes
Existing Sewer Customers
o Existing Sewer Area
I52Servlce Area
IIiliI Waler F catures
Roadways
CITY OF OCOEE
WASTEWATER FACIUTY PLAN
EXISTING CITY WASTEWATER SERVICE AREA
fiGURE 2.1
2.3 Wastewatel' Collection System
The City has gravity collection systems that collect wastewater !lows through gravity sewer
mains into lift stations. The lift stations pump the !low through transmission force mains to the
Ocoee WWTF. Approximately one-half of the City's service area, the southwest portion, is
directed to Lift Station 7. Lift Station 7 and the majority of the lift station sub areas in the east
and north portions of the service area discharge directly to the Ocoee WWTF via the 20" forcc
main in Clarke and A.D. Mims Roads.
The City's hydraulic model indicates that the current infi'astructme is well suitcd to convey
existing wastewater flows to the Ocoee WWTF. The City has addressed needs including LS7
pump and force main upgrades. The S.R. 50 gravity systcm is at or near capacity and will be
relocated when the re-design of S.R. 50 occms. The existing wastewater collection system is
shown with fhture improvements in Section 4.
2.4 Wastewater Treatmcnt Systcm
The City's collected wastewater is pumped to the Ocoee Wastewater Treatment Facility
(WWTF) with a permitted capacity of 3.0 million gallons per day and a permitted effluent
disposal capacity of 1.8 million gallons per day. The WWTF unit consists of mechanical
screening, grit removal and the Bio-Denitro@ treatment process. The Bio-Denitro@ is an
advanced biological nutrient removal process having dual oxidation ditches that is effective for
reduction of nitrogen and biochemical oxygen demand (BOD). Secondary clarification, tertiary
sand filtration and chlorination follow the Bio-Denitro process. After chlorine disinfection, the
emuent gravity flows into either the Master Effluent Pump Station or the Effluent Transfer Pump
station. The pump stations deliver the reclaimed water to one of the following locations for
reuse or disposal:
o Forest Lake Golf Course public access reuse-irrigation (0.45 million gallons per day
permitted capacity)
o Neighborhood public access reuse-irrigation in the City
o On-site percolation ponds (0.35 million gallons per day permitted capacity)
o RIBs at the Forest Lake Golf Comse, wet weather disposal (1.0 million gallons per day
permitted capacity)
o Winter Garden Rapid Infiltration Basins (RIBs) adjaccnt to the northwest City boundary
I f the effluent is unsu itable for pu blic access rcuse, then the rejected water is either automatica Ily
diverted by gravity overflow to the on-site percolation ponds via electronic chlorine and tmbidity
sensors and motorized valves, or pumped to the reject ground storage tank by the emuent
transfer pumps. The total disposal capacity of the system is 1.80 million gallons per day.
The larger non-biodegradable materials (grit, sand and other small materials) removed fi'om the
wastewater by mechanical bar screens are disposed of at a Class I landfill site. Activated sludge
fi'om the Bio- Denitro@ process is aerobically digested, dewatered and hauled otTsite for
beneficial land application.
2-3
@ REISS EIIGIIIEERIIIG
2.4.1 Il1fluel1t FlolVs a/l(l Loadil1g /l1fOl'l1Iatiol1
Historical influent flows and loads were reviewed to compare current and permitted values. As
shown in Table 2-2, the current flow and loading values are within permitted capacities. The
effluent disposal permitted capacity is currently the limiting value, however, the City is current ly
in the process of increasing the permitted effluent disposal capacity to 2.4 MOD.
Table 2-2. Flows and Loads For the Capacity Analysis
Parameter
Average Annual Daily Flow, MGD
Peak Hour Flow, MGD
BODS Ib/day
Total Suspended Solids (TSS), Ib/day
Current
1.6
3.4
2,689
2,788
Permitted
3.0/1.81
7.5
5,630
5,630
I Treatment Facility PermiUEffluent Disposal Permit
2.4.2 Wastewater Treatmel1t Pelfol'llUIIICe
The City ofOcoee's WWTF consistently produces high quality eftlucnt mccting state standards.
Regarding nutrient removal, the BioDenitro@ process is an energy-efficient wastewater
treatment process that consistently achieves high levels of nitrogcn rcmoval without internal
recycle pumping or chemical dosing. Since its' introduction in the 1976 US EPA Nitrogen
Control manual, more than 100 BioDenitro plants have been constructed worldwide. The 3.0
MOD facility was the first of many United States BioDenitro installations. With the exception of
an occasional outlying data point, the Ocoee WWTF consistently produces nitrogen effluent
values and annual averages less than 3 mg/L of total nitrogen as shown in Figure 2-2.
2-4
@ HEISS E'lGlIlEEf<lllG
Effluent Nitrogen Data
35
-I 30
-
C)
E 25
c-
Q) 20 -
C)
0
.. 15
:!::
:z
oS 10
0
I- 5.
O.
Mar-08
. Effluent Data
-2009 Average
.
.
.
.
.
. .
.. ....",....,- ...#J
.
.. .4 .......,,*'.w.. ...~
Jun.08 Aug-08 Nov-08 Feb-09 May-09 Aug-09 Nov-09 Feb-1
Date
Figure 2-2. Ococe WWTF Effluent Nitrogcn Rcsults
2.5 Reclaimed Watel' System
The City has proactively implemented a reclaimed water distribution system to provide
alternative water for irrigation to a significant portion of its customers. This public access reuse
of reclaimed water is a vital part of meeting future water supply needs with pend ing potable
water consumptive use limitations. The City ofOcoee WWTF and a wholesale connection with
CONSERV II supply the reclaimed water to the City's reclaimed water service area. There are
currcntly two currcnt and one planned reclaimed water distribution systems (service areas) that
eventually may be interconnected to increase reclaimed water utilization and redundancy
throughout the City:
a The Centl'al Service Area, bounded by S.R. 50 to the south and Clarcona-Ocoee Road to
the nOlth, supplies reclaimed water fi'om the Ocoee WWTF to City public access reuse
residential and commercial customers. The existing Ccntral Scrvicc Arca customers are
primarily along the Clarke Road corridor.
o The South Service Area, located along the Maguire Road corridor south of State Road
50, supplies reclaimed water ti'om the Orange County Utilities CONSERV II project to
City public access reuse residential and commercial customers. The South Service Area
is supplied by CONSERV II through a wholesale-retail arrangement between the City
and CONSERV II. The South Service Area's backbone is a transmission line that
currently extends to the north east cornel' of the area, and the interconnection to the
Central Service Area is under construction.
a The Northwest Scrvice Arca, located north of Clarcona-Ocoee Road, includes public
access residential in-ground reclaimed water distribution systems that are currently
jumpered to and supplied fi'om Orange County Utilities potable water systems. The
2-5
@ r<EI3S EllGlIlEEnlllG
Northwest Service Area includes areas outside the City's current wastewater service area.
The Northwest Service Area could be supplied in the future by the Ocoee WWTF and/or
Orange County Utilities through an inter-local wholesale-retail arrangement.
2.6 Historical Reclaimed Water Usage
The City has consistently utilized over 50% of its reclaimed water for public access since 2001
as shown in Table 2-3. The reclaimed water distribution demand has steadily increased over the
last several years through expansion via existing neighborhood distribution retrofits. Including
supply to the local golf course, over 70% of the City's reelaimcd water was beneficially reused
in 2009. Table 2-3 shows historical wastewater facility flows compared to effluent destination
quantities. Based on evaluation of the historical reclaimed usage data, the following conclusions
were drawn:
1. Since the reclaimed distribution system to neighborhoods and commercial busincsses
began operation in December 2001, this demand has steadily increased fl:om 0 to 0.9
million gallons per day.
2. Given current reclaimed water supply and public access demand conditions, there is very
little reclaimed water available for distribution system expansion without development of
new small scale storage at the City's South Maguire Reclaimed Re-Pump Facility, large
scale storage near the Ocoee WWTF, supplemental supply source, and/or new wholesale
supply from a neighboring utility along with associated storage/pumping/transmission
infi'astructure.
3. Given the current maximized public access reuse demands, flow to the on-site percolation
ponds and rapid infiltration basins has been minimized.
Table 2-3. Summary of Wastewater Flow Distribution
Facility Off-site On-site Forest Lakes i Ocoee
Average Rapid Rapid Golf Course Public Public
Annual Daily Infiltration Infiltration Public Access Access Access Reuse
Flow Basin Basin Reuse Reuse (% of Facility
Year (mgd) (mgd) (mgd) (mgd) (mgd) AADF)
2001 _L 1.444 I 0.040 I 0.280 I 1.116 I~%
~2002 -L= 1~~7~w_r 0.211 1~.0.347 =r-~.0.606 =o~~----r--=~~~
~_ 1.616 J_ 0.345 l~ 0.388 I_~ ~~_~0.64.!3 _J=-.~50/~_
2004 1.694 1 0.403 J 0.356 ~ 0.1~ 0.736 I 55%
2005 __~_J.~...J.'tI~.I__ ~71_~ =C~42 ~_["J~59 _J__. 580/0__=
_2006 1.654 I_~~T~_L 0.488 I.~~,J._~%__
2007 I 1.639 0.040 I 0.318 I 0.452 I 0.829 I 78%
- ~~.:~I-~- ~:~:~ f ~ ~:~f-~i=~fff---~=~f;;.-F~.t~-:
2-6
@ f<EISS EllGlIlEEfWIG
2.7 Summary of We kiva Study Arca Compliance
Based on a review of Wekiva Act requirements versus historical City wastewater treatment and
effluent disposal performance, the City complies with the Act as summarized in Table 2-4.
Table 2-4. Summary of Currcnt Wekiva Act Compliance
Wekiva Act Requirement Current Compliance Status
No new Rapid I n filtration Basins (RIB's) Complies - No new RIBs required, City is
allowed expanding public access reuse and has
adequate backup disposal capacity
Discharge to existing RIB's: annual-average Not applicable - City discharges < 3 mg/L of
total nitrogen not to exceed 3 mg/L total nitrogen annually
Discharge to existing back-up RIB's: no more Complies - City discharges < 30% of effluent
than 30% ofthe total annual wastewater to its RIBs annually
treatment plant flow and must mcct the Reuse
irrigation systems limitation (below)
Reuse irrigation systems: annual-average total Complies - 2009 annual average total nitrogen
nitrogen not to exceed 10 mg/L < 3.0 mg/L
Class A & B residuals for land application are Complies - Residuals currently hauled offsite,
prohibited outside of We kiva protection area
2-7
@ HEISS EIIGIIIEEHIIIG
3.0 FUTURE CONDITIONS
3.1 Service Area
The City's current wastewater service area boundary is relatively stable and not expected to
change significantly in the futll1'e. However, there are large developable propelties within the
service area that are expected to develop in the planning horizon. As the planning horizon for
this Plan is 5 to 10-years, the service area map indicating properties expected to be served in the
10-year fbture is shown in Figll1'e 3-1. The 10-year service area includes the existing served
areas and planned developments within the service area boundary that are likely to develop and
be extended central wastewater service over the next 10 years.
3.2 Flow Projections
Wastewater flow to the City's WWTF was projected using historical data and long term linear
growth trends as shown in Figure 3-2. As shown in Figure 3-2, alUmal average daily flows to the
WWTF are expected to increase fi'om \.6 to 2.1 million gallon per day over the next ten years.
The projected flow was used to estimate available reclaimed water supply and time WWTF
capacity improvements. To size future wastewater collection and transmission infi:astructlll'e,
however, buildout flows were utilized to ensure at least 50-year service life.
Buildout flows were estimated using the latest development and land use information for the
future served properties of the City wastewatcr service area. Land use was identified from City
maps and verified with City planncrs. Unit flow generation factors were developed on an
equivalent residential units (ERU) basis and compared to existing, actual ERU unit flows.
Future buildout flows were estimated based on the land use, developer information gathered and
the recommended unit flow generation factors. Puture buildout flows were then allocated into
the wastewater hydraulic models using lift station areas. Lin station areas define the sub-area
served by a lift station's gravity system.
The resulting flow projections were a combination of development-specific information and land
use estimations. City standard flow generation factors, per equivalent residential unit (ERU),
were used for the development-specific areas where developers had applied or providcd project
information. The unit average annual flow (AAF) generation factor was based on 173 gallons
per day (gpd) per ERU of actual wastewater flow and translates to 54 gpd per capita at 3.2
people per ERU. Futll1'e land use area estimations for other vacant land or potential
redevelopment areas were based on the City's standard unit flow generation factors.
The resulting projected City of Ocoee buildout served wastewater AADF is 4.0 million ga\1ons
per day (million gallons per day). A system peaking factor of2.5 times the AADF was used to
size fhture collection and transmission infi'ustructure.
3-1
@ r~EISS EIIGlIIEEr~lIIG
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LEGEND
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WASTE CITY OF OCOEE
10 YEAR CITY W~~TER FACILllYPIAN
TEWATER SERVICE AREA
FIGURE 3.1
G\Ogi.\67-44_Occ..\PDF\VW
IFP _Futuf._S.plicr.nk._,.~apl_v4
Ocoee WWTF Wastewater Flow
5
A ...-.---~
J,:"A A A A A ...
4- A Historical
~2010 Projection -
- - Permitted Capacity
- Buildout
,
4
"C 3
t:n
E
Ii'
Cl
~ 2
2000
2005
2010
Year
2015
2020
2025
Figure 3-2. City of Ocoee Wastewatc.' Flow Projections
3.3 Wastewater Collection and Transmission System
In conjunction with City Utilities staff, alternatives were developed to provide wastewatcr
service to the undeveloped areas in western Ocoee and minimize fl.1ture onsite wastewater
disposal systems. Alternatives included locations of master lift stations, gravity co lIectors, force
main routes, etc. The hydraulic model was updated with the proposed alternatives infi'astructure
scenarios. Hydraulic modeling was performed with the revised and updated models to size
futll1'e required infrastructure for each alternative and compared to City hydraulic pertormance
criteria. Workshops were held with City staff to garner input and select an alternative for
incorporation into the Facilities Plan. Construction and capital cost estimates were prepared tor
each alternative. Based on existing force main capacities, it was apparent that an additional force
main system was required to handle buildout wastewater flows. The City selected a western
force main route to provide this capacity, maximize service to undeveloped areas and provide
redundancy for existing tacilities. The Ocoee West Force Main System was conceived, located
on the Maguire Road, Lakewood Avenue and Wurst Road corridors, as the selected solution. As
developed in the 2008 Ocoee West Wastewater Plan, the proposed Ocoec West Transmission
System is shown in Section 4. The future flow routing scenario diverts the lift station areas on
the west side of the City and the lift station areas south of the Florida's Turnpike northward to
the proposed Ocoee West Force Main and Lakewood Master Lift Station.
3-3
@ f<EI'3S EIIGIIIEEf<IIIG
3.4 Elimination of Active On-Site Sewage Sites
The Wekiva Act requires the phase-out of existing septic tanks (onsite sewage sites) within the
Wekiva Study Area, and the elimination of any ncw scptic tank installations in thc future, whcrc
centralized sewer service is available (currently 01' planned) within the City's service area. The
responsibility for addressing septic tanks within the WEKIV A STUDY AREA whcrc thc City's
service is not provided (now, 01' within the future planning period) fc111s upon the Florida
Departmcnt of Health (FDOH).
As part of the City's current wastewater plan, including the Ocoee West Transmission System,
extension of service to the undeveloped areas will prevent a large number of future onsite
sewage sites and eliminate approximately 85 of the 950 active on-site sewage sites in the fltture.
To convert all the active onsite sewage sites would cost on the order of$30,000,000. The impact
to Ocoee rate payers would be a 200% plus increase in rates, which is not feasible. Figure 3-3
shows the estimated existing active on-site sewage sites that would be eliminated under the
current City wastewater service expansion plan.
3.5 Wastewater Treatment System
Based on the existing 1.8 million gallons pel' day TMADF and depending on the rate of
development in the City, it is not expected that the 3.0 million gallons pel' day Ocoee WWTF
would require expansion in the next 5 to 10 years, However, there is a buildout projected flow of
4 million gallons pel' day that could occur depending on economic conditions and the rate of
development. The City plans on making improvements to the facility as part of the City's CIP
program to increase reliability and repair or replace aging structures and equipment. Other than
the planned improvements to the facility no filrther recommendations for additional WWTF
activities are proposed as part of this plan.
3-4
~ HEISS EIIGIIIEEF<IIIG
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c:r~UIU~ Elimination o~~IO, Sewage Site
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AGE SITE ELIMINATION
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4.0 RECLAIMED WATER SYSTEM FUTURE CONDITIONS
To conserve the regions potable water supply the City provides reclaimed water for irrigation to
its customcrs in the scrvice area. As such, reclaimed water for public access reuse must meet the
public access standards, including an annual average nitrogen concentration of no greater than 10
mg/L total nitrogen. Because of the City's reclaimed water program expansion, in recent years
the City has discharged less than 30% of the total annual wastewater treatmcnt plant flows to thc
RIBs as previously discussed. Therefore, the City needs only to meet the 10 mg/L total nitrogen
levels for all wastewater discharges per FDEP regulations. The expansion of the City's
reclaimed distribution system has significantly decreased flows to mass disposal areas, such as
the Forest Lake Go If Course and RIBs, Winter Gardcn RIBs, and on-site percolation ponds. The
City has also met and exceeded the limitations with an average nitrogen discharge of 3.0 mg/L
total nitrogen. The City's current plans include expansion of rcuse service to residential users in
the Central and South service areas. The proposed 5-year and 10-year reclaimed water
expansion plan is developed and discusscd in the City of Ocoee 2010 Reclaimed Water
Feasibility Update (Reiss Engineering, April 20 I 0) and also summarized in the City's 10- Year
Water Supply Facilities Work Plan (SMW GeoSciences, May 2010).
4-1
@ f<EISS EIIGIIIEEf<IIIG
5.0 INFRASTRUCTURE WORK PLAN
5.1 Wastewater Facility Plan
Based on the City of Ocoee's current plan to cost efficiently serve its customer base and
minimize the proliferation of future septic tanks, the live-year and long range (five to ten-year)
Wastewater Facility Plan is presented in Figure 5-1. The plan is a combination of capacity
rclated projects to serve future growth and provide central sewer to areas that would otherwise
build septic tank systems, as well as repair and rehabilitation projects to maintain reliable
service.
5.2 Five-Year Plan Projects
The specific five-year Wastewater Facility Plan projects were identified with capital cost
estimates as shown in Table 5-1. Capital costs were adjusted for three percent annual inflation.
The specific five-year project.s presented in the plan are discussed below.
5.2.1 Ocoee West Transmission System
The Ocoee West Transmission System is a bold initiative undertaken by the City to prepare tor
the next phase of growth and provide rcdundancy for Lift Station 7 that pumps almost halfofthe
City's wastewater flow. The Ocoee West transmission consists of roughly 21,000 force main
and one master lift station that will serve the south and west portions of the City's service area.
Thc force main extends on Maguire Road fi'om just south of S.R. 50 to the Ocoee WWTF
entrance on A.D. Mims Road via Maguire Road, Lakewood Avenue and Wurst Road rights-of-
way. The project was divided into four phases to support propel' development as tollows:
Phase I Wurst Road - 7,500 feet of 20-inch force main on Wurst Road fi'OI11 Lakewood
A venue to the Ocoee WWTF entrance tying into the cxisting 24-inch force main
discharging to the facility head works.
Phase II Lakewood Avenue - Lakewood Mastel' Lift Station (2,600 gallon per minute
buildout capacity) and 7,600 tect of20-inch force main fi'om Maguire Road and Franklin
Street to Wurst Road and Lakewood Avenue on Lakewood Avenue and miscellaneous
streets.
Phase III South Maguire to North Maguire Interconnection - includes the south-to-north
crossing of S.R. 50 on Maguire Road with a new torce main and miscellaneous
connection south ofS.R. 50 to facilitate flow re-routing.
Phase IV North Maguire Upsizing- 6,000 feet of 16-inch force main fi'om on Maguire
Road fi'om Story Road to Franklin Street. Existing lift stations LS 8, LS 12 and LS26
would be required to be upgraded in Phase 3.
5 -I @ EEISS EIIGIIIEEr{IIIG
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CITY OF ocoee
WASTEWATER FACILITY PUN
5. YEAR AND LONG RANGE WASTEWATER FACILITY PLAN
FIGURE 5.1
G.\Ogil\97<l4_0colI\PDF \\WlF P _FuN'._S.ptlcTanh_'.I.p2_V4
Table 5-1. City ofOcoec Wastewater 5-Year Facility Plan
5-Year (Fiscal Year)
Fiscal Year 10 11 12 13 14
Proiects Scheduled 11 12 13 14 15
Wastewater Facilities
Wastewater Plant
Homeland Security 2010 $ 25,000
Improvements
Digester Modification (Class
C to b) - Hold over from 2010 $ 35,000
2009
Annual Wastewater Plant
Minor Repairs and P $ 25,000 $ 26,000 $ 27,040 $ 28,122 $ 29,246
Upgrades
Wastewater Fac/lfties Subtotal $ 85,000 $ 26,000 $ 27,040 $ 28,122 $ 29,246
Wastewater Operations
Sanitary Sewer Manhole p $ 25,000 $ 26,000 $ 27,040 $ 28,122 $ 29,246
Replacement Program
Ocoee West Transmission 2010 $2,000,000
System Ph I. Wurst Road
Ocoee West transmission
System Ph II. Lakewood
Ave. and Misc. Road 2010 $ 3,000,000
connecting Wurst Road to
Maguire including Master
Liftstation
Ocoee West transmission
System Ph III. South 2010 $ 350,000
Maguire to North Maguire
Interconnection
Ocoee West Transmission
System Ph IV. North 2010 $ 1,400,000
Maquire Uosizinq
Wastewater Operations Subtotal $ 6,775,000 $ 26,000 $ 27,040 $ 28,122 $ 29,246
Wastewater Totals .. $7,080,816
5.2.2 Wastewatel' Tl'eatment Facility Impl'ovements
The Ocoee WWTF is currently operating at 60% capacity and is not in need of capacity
improvements. The scheduled five-year improvements include Homeland Security
Improvements, Biosolids Stabilization (Digester) Modilication and normal annual repair and
rehabilitation. The Digester Modifications are necessary to improve the City's biosolids
5-3
~ f(EISS EIIGIIIEEf(IIIG
stabilization class and reduce and improve disposal costs and options. The City is exploring an
offsite sludge incineration disposal method that would eliminate the Digester Modifications
project if imp lemented.
5.2.3 Maguire Road Reclaimed Pumpillg Facility 1.0 Milliol1 Galloll Storage Additioll
The City's updated Reclaimed Water Feasibility 2010 Update recommended the top priority
reclaimed water project as the Maguire Road Reclaimed Pumping Facility 1.0 Million Gallon
Storage Addition. This storage tank will allow the City to better utilize its rcclaimed water
supply to provide more consistent pressure and flow to its reclaimed water customers. The 1.0
million gallon tank will be located on the existing Maguire Road Pump Facility sitc.
5.2.4 Reclaimed Water Improvemellts
The City has aggressively implemented reclaimed water distribution systems in its service area
and is planning to continue this expansion over the next five years. The City is planning roughly
$500,000 per year, as financial conditions allow, over the next five years to implement increased
reclaimed water storage, transmission and distribution capacities.
5.3 Long Range (5 to 10- Year) Plan Projects
The specific five to ten-year Wastewater Facility Plan projects were identified with capital cost
estimates as shown in Table 5-2. Capital costs were adjusted for three to four percent annual
inflation. The specific long range projects presented in the plan are discussed below.
5.3.1 Wastelvater Collectioll alld 1'mllsmissioll
The City Utilities Departmcnt maintains an assct managcment prioritization list to schedule lift
station and other key infrastructure repair and replacement. The five to ten-year schedule
includes rehabilitation of Lift Station 3 and Lift Station 10.
5.3.2 Treatmellt System Improvemellts
The Chlorine Contact Chamber Addition and the Sand Filter Bcd Addition arc schcdulcd
improvements to the Ocoee WWTF in the five to ten-year planning horizon. The projects are
required to provide service and redundancy improvcmcnts to the disinfection ancl filtration
systems.
5.3.3 Reclaimed Water Improvemel1ts
Five to ten-year reclaimed water improvements were prioritized and scheduled in the Reclaimed
Watcr Feasibility 2010 Update (Reiss Engineering, April 20 10). The proposed improvements
recommended the most cost effective potable water offsets for the City. The City is planning
add itional rcclaimed water projects in the 5-10 year horizon, depending on financial concl itions,
that would increase reclaimed water storage, transm ission ancl distribution capacities.
5-4
@ P.EISS EIIGIIIEEF<IIIG
Table 5-2. City ofOcoee Wastewatel' Long Range (5 to iO-Yeal') Facility Plan
5 to 10-Year (Fiscal Yearl
Fiscal Yeal 15 16 17 18 20
Proiects Scheduled 16 17 18 19 21
Wastewater Facilities
Chlorine Contact chamber 2017 $ 325,820
Addition
Sand filler bed Addition 2017 $ 390,984
Annual Wastewater Plant
Minor Repairs and P $ 30,416 $ 31,633 $ 32,582 $ 33,559 $ 34,566
Upgrades
Wastewater Facilities Subtotal $ 30,416 $ 31,633 $ 749,385 $ 33,559 $ 34,566
Wastewater Operations
Sanitary Sewer Manhole P $ 30,416 $ 31,633 $ 32,582 $ 33,559 $ 34,566
Replacement Program
Liflstation #3
Reconstruction and 2015 $ 231,164
Relocation
Liflstation #10
Reconstruction and 2016 $ 240,411
Relocation
Wastewater Operations Subtotal $ 261,580 $ 272,044 $ 32,582 $ 33,559 $ 34,566
Wastewater Totals -- $1,513,892
5-5
@ r~EI:;S EIIGI/ IEErW 10
6.0 SUMMARY
This section contains conclusions and recommendations of the 20 I 0 Wastewater Facil ity Plan tor
the City ofOcoee.
6.1 Conclusions
Based on an engineering evaluation of the City ofOcoee's existing and futurc wastcwater service
conditions, including previously completed planning efforts, the following conclusions were
drawn:
I. Based on a review of Wekiva Act requirements versus historical City wastewater
treatment and effluent disposal performance, the City complies with the Act as
summarized in Table 6-1.
2. To maximize central sewer service to significant undeveloped areas in the western
portion ofthe City's wastewater service area and address future localized capacity issues
the City is undertaking a major wastewater transmission and pumping project within 5
years. The Ocoee West Transmission System will minimize future onsite treatment and
disposal systems and significantly increase the City's wastewater transmission system to
meet long range capacity needs.
Table 6-1. Summary orCunent Weldva Act Compliance
Wekiva Act Re uirement
No new Rapid Infiltration Basins (RIB's)
allowed
Discharge to existing RIB's: annual-average
total nitro en not to exceed 3 m /L
Discharge to existing back-up RIB's: no more
than 30% of the total annual wastewater
treatment plant flow and must meet the Reuse
ird ation s stems limitation (below
Reuse irrigation systems: annual-average total
nitro en not to exceed 10m /L
Class A & B residuals for land application are
prohibited
Complies - 2009 annllal average total nitrogen
< 3.0 m /L
Complies - Residuals currently hauled offsite,
outside of We kiva protection area
6-1
@ HEISS EIIGIIIEEHIIIG
6.2 Recommendations
Based on the conclusions 0 f this facilities plan the fo 1I0wing recommendations are provided
regarding implementation of the Ocoee Wastewater Facility Plan:
I. Consider adding the following amendments to the Objectives & Policies Subsection of
the Sanitary Sewer Sub-Element Goals:
a. POLICY 2.3.2 The City of Ocoee Wastewater Facility Plan, prepared for the
Wekiva Parkway and Protection Act is hereby adopted and incorporated into the
Comprehensive Plan and is on file in the Planning Department.
b. POLICY 2.3.3 The City will utilize the Wastewater Facility Plan as the basis for
prioritizing the Capital Improvement Program to provide central wastewater
service to properties within the City wastewater service area to minimize on-site
wastewater treatment and disposal systems.
2. Consider amending the Objectives & Policies Subsection of the Sanitary Sewer Sub-
Element Goals Policy 2.1.4 to define the term "available" in accordance with Section
381.0065 (2), Florida Statutes.
3. Coordinate Wekiva Act compliance for wastewater, reclaimed water, and on-site systems
phase-out with other City Department eHarts including Planning, Stormwater, Legal, etc.,
such that requirements are ftdfilled and efforts are not duplicated.
4. Continue implementation of the proposed Wastewater Facility Plan.
5. Initiate discussions with the Florida Department of Health (FDOH) and the Orange
County Health Department (OCI-ID) regarding the Wastewater Facility Plan as it relates
to the Wekiva Act Compliance.
6. Investigate listed active onsite sewage sites adjacent to existing City central sewer
facil ities for the potential for connection and abandonment.
7. Coordinate all Wekiva efforts through the Planning Department and include the City
Public Works Department and Attorney's Office to ensure proper legal application and
promote complete compliance.
6-2
@ F~EISS EIIGIIIEEFW 113
MINUTES OF THE PLANNING AND ZONING COMMISSION
ACTING AS THE LOCAL PLANNING AGENCY
MEETING HELD TUESDAY, AUGUST 10,2010
CALL TO ORDER
Chairman Campbell called the meeting to order at 7:02 p.m. Following a
moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum
was declared present.
PRESENT: Chairman Campbell, Vice Chair Golden, Members Dillard, McKey,
Sills, and West. Also present were Assistant City Attorney Watson,
Development Services Director Shadrix, Senior Planner Howell,
Principal Planner Rumer, and Deputy City Clerk Sibbitt.
ABSENT: Members Conkling and Morris were absent excused. Member De La
Portilla was absent unexcused.
CONSENT AGENDA
Minutes of the Planning and Zoning Commission Meeting held on Tuesday, July
13,2010.
Member West, seconded bv Member Sills, moved to accept the Minutes of the
Julv 13. 2010, PlanninG and ZoninG Commission meetinG. Motion carried
unanimouslv.
Chairman Campbell announced the order of the agenda will be done differently
tonight. He advised they would be starting with Item A and then Item E, then
revert back to the agenda order.
OLD BUSINESS - None
NEW BUSINESS
STOR KWIK - LARGE SCALE PRELIMINARy/FINAL SITE PLAN
Senior Planner Howell gave a brief overview of the proposed large scale
preliminary/final site plan. He further stated the applicant is proposing a three-
story climate-controlled self-storage use with the front fac;ade consisting of three
retail units, and two office spaces which will be utilized by the storage facility.
The remaining buildings, "B-F" will be in the rear of the site away from visibility on
State Road 50. These building are proposed as one-story non-climate controlled
self storage units that are accessed through a gate portion, so it will only be
customers that have access to that area.
l
Planning and Zoning Commission Meeting
August 10,2010
Senior Planner Howell stated that during the review process they noticed the
applicant had proposed to remove many trees; however they were able to work
with the applicant to preserve as many trees as possible by creating a drive aisle
that went around the cluster of Oak trees. The applicant has requested a waiver to
the site plan for tree replacement ratio requirements. The code currently requires
a 4: 1 replacement ratio and the applicant is requesting a waiver of 1: 1 ratio;
reason being that a 4: 1 ratio would require over 100 additional replacement trees
beyond what the landscaping code requires. Staff supports the waiver based on
the fact that the applicant has worked with the City in order to preserve the cluster
of Oak trees.
DISCUSSION
Vice Chair Golden commented that in the future if possible could the board
members be provided with an Arial photo in their packet.
The Public Hearing was opened.
Tom Skeleton, American Civil Engineering Co., stated they agree with staff's
recommendation. Chairman Campbell inquired if this was the same piece of
property that was approved for a hotel. Senior Planner Howell stated it was not
and that the property he was referring to is located to the east. Vice Chairman
Golden inquired why they felt the board should approve the waiver for the tree
replacement ratio. Mr. Skeleton stated if they look at the landscape plan they will
notice that once they add the 26 trees plus what is already on the site, they will
have close to 130 trees on the site which does not really leave much room for any
other trees. Vice Chair Golden stated that this site is almost entirely built-out and
paved which is not your typical site where there are more open areas. Mr.
Skeleton stated that if they look at the location of the property itself it is
surrounded by the 429. They wanted the building as close to the road as possible
while still having a landscape buffer in front so the only place to have an additional
buffer would be in the back of the property near the 429. Vice Chair Golden
inquired if they had a landscape architect prepare the landscape plans. Mr.
Skeleton stated they did not. Member McKey stated in some municipalities they
have mitigation where the developers provide the trees but the City is allowed to
put them on recreational properties or in other areas of the City. He inquired if
that is being considered or if it has been done before. Senior Planner Howell
stated there is not a case to his knowledge where the City may have done
anything like that. He further stated the code does state there is a potential
mitigation bank but he is not aware if it has ever been used but he can do some
research on it. Vice Chair Golden briefly spoke on how Orange County wrote
there current tree ordinance and how he would like to see the City consider what
2
Planning and Zoning Commission Meeting
August 10,2010
the county has implemented. Further discussion ensued regarding trees and
possibly looking into a Mitigation Program.
The Public Hearing was closed.
Vice Chair Golden stated he understands they can not fit the trees but he feels it
is really the land use which is causing and pushing the issue. He further stated he
does not want to set a precedent that just because a developer says they can not
fit the replacement trees on their site that they can not meet the code. Vice Chair
Golden stated he feels that in the future the City should find a way to put into the
code to work with replacement tree situations like this a little better versus just
allowing developer's to say that can not meet the code. Member West stated that
there are not many projects that come through that do not have a waiver request
of some kind and most of the time they are tree waivers. He further stated that he
feels that in residential developments the trees are more important then they are
to commercial. Chairman Campbell stated that he is not 100% convinced that
they really need more storage in the City with U-Haul being up the street but for
this property he feels there is not much the developer can do because of how the
building sits. He further stated this is a situation in which they have the best that
they can work with. Member McKey inquired if this was going to be a three story
building. Mr. Skeleton stated it is a three story retail outlet.
Member West, seconded bv Member Sills, moved to recommend approval of the
Lame-Scale Preliminary/Final Site Plan for Stor Kwik. includinq the waiver
request. Motion carried 5-1 with Vice Chair Golden opposinq.
WASTEWATER FACILITY PLAN - COMPREHENSIVE PLAN AMENDMENT
Principal Planner Rumer stated the city is recommending approval of: 1) addition
of the Wastewater Facility Plan by Reference to the Comprehensive Plan, and 2)
proposed amendments to the Sanitary Sewer Sub-Element and Intergovernmental
Coordination Element, for the purpose of implementing the Wastewater Facility
Plan. The Wekiva Parkway and Protection Act found in Part III, Chapter 369,
Florida Statutes, require jurisdictions within the Wekiva Study Area to develop a
Wastewater Plan similar to the 10-Year Water Supply Facilities Plans that was
brought before them last month.
Member McKey inquired how this will effect the septic tank situation. Principal
Planner Rumer stated that an official rule has not been rendered to give a more
concrete language. They will have to wait to see what the Department of Health
says. Vice Chair Golden stated it looks like a good plan and it looks like the city
is complying with the Wekiva Rule. He further stated that it says for the
3
Planning and Zoning Commission Meeting
August 10,2010
wastewater residual, land application is done off site. He further inquired if there
is any future plans to use those residuals such as for composting. Utilities
Director Charles Smith stated that the residual is currently being hauled off to a
vendor but they are looking at a volatizing type of process where they would
render it on their site. He further explained the process they are hoping to
implement. A brief discussion ensued.
The Public Hearing was opened; as no one wished to speak the Public Hearing
was closed.
Vice Chair Golden, seconded bv Member McKev. moved to recommend
approval of the: 1) addition of the Wastewater Facilitv Plan bv reference to the
comprehensive Plan. and 2) additions to the Sanitary Sewer Sub-Element and
InterGovernmental Coordination Element. for the purpose of implementinG the
Wastewater Facilitv Plan. Motion carried unanimouslv.
HEALTH CENTRAL II-ANNEXATION & REZONING
Principal Planner Rumer briefly announced that the next three presentations are
all in relation to the larger Health Central piece that annexed in last month. Mr.
Turner was a hold-out but since he has decided to come in the City they now can
annex the two parcels in front. He further gave a brief overview of the proposed
annexation/rezoning. There is no development plans with this property so staff
recommends approval of the annexation/rezoning ordinances.
The Public Hearing was opened; as no one wished to speak the Public Hearing
was closed.
Vice Chair Golden. seconded bv Member Dillard, moved to recommend
approval of the annexation of the 5,800 square feet of land known as the Health
Central /I Parcel. and rezoninG to R-3 (Multiple-Familv DwellinG) District. Motion
carried unanimouslv.
HEALTH CENTRAL III-REZONING
Principal Planner Rumer gave a brief overview of the proposed rezoning. He
further stated the parcel for this property has already been annexed as of August
3rd and they are just giving it the proper zoning.
The Public Hearing was opened; as no one wished to speak the Public Hearing
was closed.
Vice Chair Golden raised some questions regarding changing the zoning from
commercial to multi-family. Principal Planner Rumer stated that was the best
4
Planning and Zoning Commission Meeting
August 10,2010
they could do without having to amend the Comprehensive Plan. He further
stated that Health Central felt they had sufficient commercial zoning and did not
feel the necessity to gain more of that zoning.
Member McKey, seconded bv Vice Chair Golden, moved to recommend
approval of the rezoninG of 1330 Ohio A venue from OranGe County C-1
(Commercial) to Ocoee R-3 (Multiple-Familv DwellinG), 3924 Jane Street from
OranGe County R-2 (Residential District) to Ocoee R-3 (Multiple-Familv DwellinG),
3928 Jane Street from OranGe County R-2 (Residential District) to Ocoee R-3
(Multiple-Familv DwellinG), 3913 Old Winter Garden Road from OranGe County R-
2 (Residential District) to Ocoee R-3 (Multiple-Familv DwellinG), known as Health
Central parcels. Motion carried unanimouslv.
EDDIE TURNER (3750 JANE STREET) - ANNEXATION/REZONING
Principal Planner Rumer gave a brief overview of the proposed
annexation/rezoning. He further stated this parcel does contain a single-family
residence and is not owned by Health Central.
The Public Hearing was opened; as no one wished to speak the Public Hearing
was closed.
Member Dillard, seconded bv Member West, moved to recommend approval of
the annexation of the 19,500 square feet of land known as the Eddie W Turner
Parcel and rezoninG to R-3 (Multiple-Familv DwellinG) District. Motion carried
unanimouslv.
DEEPER LIFE ASSEMBLY OF GOD - ANNEXATION
Principal Planner Rumer gave a brief overview of the proposed annexation. He
further stated this parcel is +/- 38 acre and there is a 5.3 acre piece with an
existing church and non-permitted portables. There is no development proposed
on the 32 acre parcel; however, that parcel was discussed at the DRC and it will
be required that a trail easement adjacent to Prairie Lake be allowed on the
parcel, which will connect the final segment of the trail.
Member West inquired what the current zoning is on the property. Principal
Planner Rumer stated Orange County Agricultural. Chairman Campbell inquired
about the railroad access issues and asked the planner to please explain.
Principal Planner Rumer briefly explained the history of prior annexation
attempts of this parcel and the provision for access. Chairman Campbell
inquired if they are going to formalize all the requirements of the improvements
which where given timelines. Principal Planner Rumer stated there will be an
annexation agreement that will formalize all the requirements.
5
Planning and Zoning Commission Meeting
August 10,2010
The Public Hearing was opened.
Vice Chairman Golden stated he was wondering if he could get the applicants
sense of compliance with the Developer's Agreement. Neil Wilson, Engineer for
the applicant, briefly advised the Vice Chair of the improvements they have
already complied with. He further explained the primary reason they are trying to
annex is for water service since they are currently on a well system. Chairman
Campbell inquired as to what the portables are being used for. Mr. Wilson stated
they are to going to be used for a community outreach program. Member West
inquired as to how long they have owned the property. Mr. Wilson stated they
have owned the property for over 10 years. Principal Planner Rumer briefly
explained that if annexation is approved, the Building Department will do a
Minimum Standards Inspection of the buildings. A walkthrough of the property
has been conducted by staff. A brief discussion ensued regarding the proposed
trail and the cross access.
The Public Hearing was closed.
Member McKev. seconded bv Member Dillard, moved to recommend approval
of the annexation of the +/- 38 acres of land known as the Deeper Life Assemblv
parcels and Exhibit "8" to the Annexation Aqreement. Motion carried
unanimouslv.
MISCELLANEOUS
Development Services Director Shadrix announced that they may be asking for
a special session meeting later on in the month for the EAR. He further
announced a test project for an Ocoee Farmer's Market that will be starting on
Friday, Labor Day weekend and gave the specifics on the location and time. A
brief discussion ensued regarding the Farmer's Market.
ADJOURNMENT
The meeting adjourned at 8:04 p.m.
Attest:
APPROVED:
Melanie Sibbitt, Deputy City Clerk
Bradley Campbell, Chairman
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