89-R-59RESOLUTION NO. 89-R-59
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF EDGEWATER, FLORIDA, ADOPTING THE SOUTHERN
RESERVE PLANNING AREA WATER AND WASTEWATER
MASTER PLAN DATED JULY, 1989; REPEALING ALL
RESOLUTIONS IN CONFLICT HEREWITH AND PROVIDING
FOR AN EFFECTIVE DATE.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF EDGEWATER, FLORIDA:
SECTION 1: The City Council of the City of Edgewater,
Florida, does hereby adopt the Southern Reserve Planning Area Water
and wastewater Master Plan dated July, 1989 and approves the
recommendations contained therein.
SECTION 2: A copy of said Master Plan is attached to this
Resolution and by reference incorporated herein as if fully set
forth.
SECTION 3: That all resolutions or parts of resolutions in
conflict herewith be and the same are hereby repealed.
SECTION 4: That this Resolution shall take effect immedi-
ately upon its adoption by the City Council of the City of Edge-
water, Florida, at a regular meeting of said Council held on
the 7th day of August ,1989 , and approved as provided by
law.
This Resolution was introduced and sponsored by Councilman
Fish and was read and passed by a vote of the City
Council of the City of Edgewater, Florida, at a regular
meeting of said Council held on the 7th day of August '1989
and authenticated as provided by law.
ROLL CALL VOTE ON RESOLUTION NO. 89-R-59 AS FOLLOWS:
Approved r fo
tlVf ATTORNEY
pu0i'm
MEE
COUNC d - ZONE THREE
COUNCILMAN - ZONE FOUR
-2- Res. No. 89-R-59
r
L
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ENGINEERING REPORT
PREPARED FOR:
THE CITY OF EDGEWATER, FLORIDA
SOUTHERN RESERVE PLANNING AREA
WATER & WASTEWATER
MASTER PLAN
JULY 1989
) DYER, RIDDLE, MILLS & PRECOURT, INC
1 ENGINEERS • SURVEYORS - SC>E MS • PLANNERS
ORLANDO k TIMPA, FLORIDI
1
ENGINEERING REPORT
FOR THE
CITY OF EDGEWATER, FLORIDA
SOUTHERN RESERVE PLANNING AREA
WATER & WASTEWATER MASTER PLAN
MAYOR
DAVID L. MITCHUM
COUNCIL MEMBERS
GIG] BENNINGTON
THOMAS A. FISH
RUSSELL A. GOLD DANNY K. HATFIELD
ACTING CITY MANAGER
SUSAN J. WADSWORTH
UTILITIES SUPERINTENDENT
TERRY A. WADSWORTH
JULY 1989
DYER, RIDDLE, MILLS & PRECOURI, INC
ENGDiEERS • SURVEYORS • SCI[EN7TSSIS • PLANNffiLS
ORLANDO & TAMPA, FI.ORD)A
DYER,
t n V I H t t H b- b U H V L
MILLS & PRECOURT, INC.
Y O R S• SCIENTISTS • PLANNERS
July 25, 1989 DRMP #87-400.13
Honorable Mayor and City Council
,.
City of Edgewater
Post Office Box 100
r
Edgewater, Florida 32032
SUBJECT: Southern Reserve Planning Area
Water and Wastewater Master Plan
Honorable Mayor and City Council:
Dyer, Riddle, Mills 6 Precourt, Inc. (DRMP) is pleased to present under covet of
this letter
the Southern Reserve Planning Area (SRPA) Water and Wastewater Master
Plan. The
—
report presents analyses of the various alternatives for providing central
water and wastewater service to
the SRPA and recommendations for expansion
of the City's utilities to protect public health
and provide for environmental
protection, orderly growth, and reliable, cost-effective service to
_.
the developing
areas adjacent to the City limits.
.-
The Southern Reserve Planning Area is located in the southeast section of the City's
Chapter 180, F.S.
Reserve Area. Specifically, the SRPA extends approximately
five (5) miles
south of Roberts Road, is bounded on the east by Mosquito Lagoon
and on the west by the Turnbull Hammock Wetlands. The
SRPA Is the area anticipated
to experience the most growth In the Chapter 180 Reserve Area
as well as requiring
the highest need for environmental protection due to the proximity of Mosquito
Lagoon.
Present water and wastewater flows in the planning area were determined by
conducting an inventory of existing subdivisions and developments, and their current
.� number of units. Based on existing land use, growth patterns and physical land
development constraints, a future land use pattern was developed which, In turn,
was used to determine future water and wastewater flows.
The SRPA was further broken down into phases based on anticipated build -out periods
to project the planning area's water and wastewater flow over time. Additionally,
the construction of central water and wastewater facilities is proposed to occur
In an orderly, phased approach starting at the north end of the SRPA (adjacent to
the City's existing utilities) and proceeding south. This phased implementation plan
Is intended to provide for cost-effective facilities construction occurring in a radial
fashion from the City's base system and minimize leap frog development within
the SRPA.
1505 EAST COLONIAL DRIVE•ED. BOX 538505. ORLANDO. FLORIDA329M4 05•(407)W,0594
�, PRINCIPALB:P^NALG KBART -WLLIM B.IN R-GEPAL CAAW.M -' WELLL.MILLS.AL. PRECWRT-ROBEWA. PIODLE•flEGINRIDL. Tl5
Honorable Mayor and City Council
July 25, 1989
Page Two
This report provides recommendations regarding the central water and wastewater
facilities required to provide adequate reliable service to the SRPA. As discussed
above, a phased construction plan, with related costs, has been developed to provide
for orderly, affordable growth. Additionally, this report provides discussion and
recommendations with regard to non -technical issues related to providing utilities
service in the SRPA such as inter -local agreements with the County, private utility
acquisition and establishment of special assessment programs to assist existing
developments to connect to the central system when it becomes available. Lastly,
this report provides a discussion of the options available for financing the construction
of the required facilities. It should be noted that the financing options discussed
all require the SRPA customers to totally fund the central Water and wastewater
system expansions required to provide service with no cost being borne by existing
customers.
Dyer, Riddle, Mills & Precourt, Inc. appreciates the opportunity to be of service
to the City of Edgewater in the development and prosecution of this important project.
Should you have any questions or require further information, please don't hesitate
to contact me.
Very truly yours,
Dyer, Riddle, Mille & Precourt, Inc.
Ron Ferland, P.E.
Division Manager
RPF/psv/C15-15
enclosure
cc: Elly F. Johnson, City Manager
Terry Wadsworth, Utilities Superintendent
Lynne Plaskett, Planning and Zoning
a
SECTION
TABLE OF CONTENTS
TITLE
PAGE
INTRODUCTION
1.1
BACKGROUND
1-1
1.2
PURPOSE AND SCOPE
1-1
FLOW
AND GROWTH PROJECTIONS
2.1
EXISTING UTILITY SYSTEMS
2-1
2.2
FUTURE LAND USE
2-2
2.3
WATER DEMAND PROJECTIONS
2-2
2.4
WASTEWATER FLOW PROJECTIONS
2-3
2.5
PHASING PROGRAM
2-3
WATER SYSTEM
3.1
INTRODUCTION
3-1
3.2
CITY OF EDGEWATER FUTURE WATER SUPPLY AND
TRANSMISSION FACILITIES
3-1
3.2.1 WESTERN WATER TREATMENT PLANT AND
WELLFIELD EXPANSION
3-1
3.2.2 WATER TRANSMISSION MAINS
3-1
3.3
SRPA WATER TRANSMISSION/DISTRIBUTION FACILITIES
3-2
3.3.1 HYDRAULIC NETWORK ANLAYSIS
3-2
3.3.2 PIPELINE FACILITIES
3-3
3.3.4 GROUND STORAGE/BOOSTER PUMP FACILITY
3-4
WASTEWATER SYSTEM
4.1
INTRODUCTION
4-1
4.2
LIFT STATION ANALYSIS
4-1
4.3
FORCE MAIN ALTERNATIVE ANALYSIS
4-2
4.3.1 GENERAL
4-2
4.3.2 ALTERNATIVE U1 - WASTEWATER TRANSMISSION
TO EXISTING PLANT
4-3
4.3.3 ALTERNATIVE U2 - WASTEWATER TRANSMISSION
TO NEW PLANT CONSTRUCTION
4-3
4.3.4 ALTERNATIVE U3 - INTERIM WASTEWATER
TRANSMISSION TO THE CITY'S EXISTING
WASTEWATER TREATMENT AND FUTURE NEW
PLANT CONSTRUCTION
4-4
4.4
WASTEWATER TREATMENT EFFLUENT DISPOSAL
ALTERNATIVE ANALYSIS
4-4
4.4.1 GENERAL
4-4
4.4.2 ALTERNATIVE #1 - EXPANSION OF THE CITY'S
EXISTING WASTEWATER TREATMENT PLANT
4-4
87-400.13
Rpts. E-T89/jb
TABLE OF CONTENTS (CONTINUED)
SECTION
TITLE
PAGE
4.4.3 ALTERNATIVE #2 - NEW WASTEWATER
TREATMENT CAPACITY FROM VOLUSIA COUNTY
4-5
4.4.5 PREFERRED ALTERNATIVE
4-5
4.5
SUMMARY
4-5
5 CONCLUSIONS AND RECOMMENDATIONS
5.1
GENERAL
5-1
5.2
NON -TECHNICAL ISSUES
5-1
5.3
PHASED IMPLEMENTATION PLAN
5-3
5.3.1 PHASING PLAN
5-3
5.3.2 FINANCIAL PLAN
5-4
APPENDIX A - CHAPTER 180, FLORIDA STATUTES - MUNICIPAL POWERS
APPENDIX B- CITY OF EDGEWATER ORDINANCE ESTABLISHING SOUTHERN
RESERVE PLANNING AREA
APPENDIX C - PRIVATE UTILITIES FDER WATER AND WASTEWATER FACILITY
PERMITS
APPENDIX D - NOTICES OF CITY INTENT TO PROVIDE CENTRAL WATER AND
WASTEWATER FACILITIES IN SRPA
APPENDIX E - DRAFT INTERLOCAL AGREEMENT BETWEEN CITY OF
EDGEWATER AND VOLUSIA COUNTY FOR UTILITIES SERVICE IN
SRPA
87-400.13
Rpts. E-2189/jb
LIST OF TABLES
TABLE NO. TITLE
2-1 UTILITY LISTING WITH ASSOCIATED CAPACITIES
2-2 EXISTING SUBDIVISIONS WITH SRPA
2-3 SUMMARY OF WATER AND WASTEWATER UNIT FLOW RATES
2-4 SUMMARY OF PROJECTED WATER AND WASTEWATER FLOWS FOR
EACH LAND USE
2-5 PHASED WATER AND WASTEWATER FLOW PROJECTIONS
3-1 WATER TRANSMISSION SYSTEM COMPUTER ANALYSIS SUMMARY
3-2 SUMMARY OF OPERATION OF GROUND STORAGE/BOOSTER PUMP
STATION
3-3 WATER SYSTEM COST SUMMARY
4-1 WASTEWATER PUMP STATION ANALYSIS
4-2 WASTEWATER TRANSMISSION SYSTEM (ALTERNATIVE Ill)
4-3 FORCE MAIN COST ANALYSIS (ALTERNATIVE #I)
4-4 WASTEWATER TRANSMISSION SYSTEM (ALTERNATIVE Ill)
4-5 WASTEWATER TRANSMISSION SYSTEM (ALTERNATIVE Ili)
4-6 WASTEWATER ALTERNATIVES COST ESTIMATE
4-7 SRPA WASTEWATER FACILITIES RECOMMENDED PLAN
5-1 WATER AND WASTEWATER PROJECT SCHEDULE
5-2 CITY OF EDGEWATER WATER AND WASTEWATER RATES AND
CHARGES (JULY, 1989)
5-3 SUMMARY OF PROJECTED REVENUES AND CAPITAL EXPENDITURES
87-400.13 iii
Rpts. E-2189/jb
LIST OF FIGURES
FIGURE NO. TITLE
1-1 CITY OF EDGEWATER SERVICE AREA MAP
2-1 EXISTING SUBDIVISIONS WITHIN SRPA
2-2 SRPA PROPOSED LAND USE PLAN
2-3 SRPA PROPOSED PHASING SYSTEM
3-I WATER TRANSMISSION ROUTE FROM WTP AND LOCATIONS OF
PROPOSED FACILITIES
3-2 WATER SYSTEM ROUTE WITHIN SRPA
3-3 PROPOSED PARK AND PUMP STATION SITE
4-1 LIFT STATION SERVICE AREA BOUNDARIES
4-2 DETAILED WASTEWATER TRANSMISSION SYSTEM MAP (ALTERNATIVE
#1)
4-3 DETAILED WASTEWATER TRANSMISSION SYSETM MAP (ALTERNATIVE
#2)
4-4 DETAILED WASTEWATER TRANSMISSION SYSTEM MAP (ALTERNATIVE
#3)
4-5 SOILS MAP OF PROPOSED SPRAY IRRIGATION SITE AND
SURROUNDING AREA
5-1 SRPA PROPOSED FACILITIES
87-400.13 1v
.Rpts. E-2189/jb
SECTION
INTRODUCTION
SECTION I
INTRODUCTION
1.1 BACKGROUND
The City of Edgewater established a municipal reserve area for the provision of water
and wastewater service pursuant to Chapter 180, Florida Statue through passage of
Ordinance 88-0-12 on May 2, 1988. The City's intent in this action is to protect public
health and provide for environmental protection orderly growth and reliable cost-
effective utility service to the developing areas adjacent to the City limits.
The Southern Reserve Planning Area (SRPA) is located in the southeast section of The
City of Edgewater Chapter 180, F.S. Reserve Area. Specifically, the SRPA extends
approximately five (5) miles south of Roberts Road and is bounded on the east by
Mosquito Lagoon and on the west by the Turnbull Hammock wetlands. Figure 1-1
shows the Chapter 180 and SRPA boundaries.
The SRPA is the area anticipated to experience the most growth in the Chapter 180
Reserve Area as well as requiring the highest need for environmental protection
because of Mosquito Lagoon's designation as Class II water body pursuant to Chapter
17-3, FAC. Class II waters are designated as shellfish waters and require a high level
of protection against pollution sources, such as stormwater and wastewater effluent,
which can detrimentally impact the shellfish ecosystem.
Additionally, excessive groundwater withdrawals required to support the area's
potential growth result in salt water intrusion and eventual loss of a fresh water
aquifer in the area.
1.2 PURPOSE AND SCOPE
The purpose of this report is to provide a comprehensive central water and wastewater
facilities master plan for the 5RPA.
The project scope is as follows:
87-400.13 I_1
Rpts E-2189/jb
o Project future water and wastewater demands for the SRPA based on
projected land use patterns, and consumptive and fire flow levels of
service.
Provide for central water and wastewater facilities to serve existing
developments currently served by on -site facilities.
Determine water and wastewater facilities conceptual sizing and location
based on projected flows.
o Develop an estimated cost and implementation schedule for providing
central water and wastewater facilities within the SPRA.
Develop a comprehensive master plan for water and wastewater service in
the SRPA based upon the findings and conclusions reached regarding the
above listed objectives.
87-400.13 1-2
Rpts E-2189/jb
SECTION 2
FLOW AND GROWTH PROJECTIONS
SECTION 2
FLOW AND GROWTH PROJECTIONS
2.1 EXISTING UTILITY SYSTEMS
The SRPA currently has five (5) mobile home communities with on -site water and/or
wastewater facilities. Table 2-1 provides a listing of these systems and their
associated service and design capacities. Each of these systems, with the exception of
Indian Harbor Estates, which is owned and operated by the Volusia County Utilities
Department, is privately owned and operated and regulated by the Florida Public
Service Commission. For those communities with only a water plant shown on Table
2-1, wastewater service is provided by individual septic tanks. Communities which
have wastewater treatment plants shown on Table 2-1 provide secondary treatment
and effluent disposal via percolation ponds.
Table 2-2 provides a listing of existing subdivisions in the SRPA with their current
utility status. Also provided is the current and build -out service capacities for each of
the existing subdivisions. Figure 2-1 provides a location map of these existing
subdivisions.
The Mosquito Lagoon Water Management Study (Volusia County) and the Indian -River -
Mosquito Lagoon Surface Water Improvement and Management Plan (St. Johns River
and South Florida Water Management District) have both indicated that septic tank
effluent, wastewater percolation pond leachate and drainage canal outf ails all pose
significant pollution hazards to the Mosquito Lagoon water quality and indigenous
aquatic life (i.e., shellfish).
In recognition of the fragility of the Mosquito aquatic ecosystem, Volusia County has
recently enacted policy related to restricting the use of septic tanks in the vicinity of
Mosquito Lagoon (i.e., east side of U.S. 1) and allow for the use of private package
wastewater treatment facilities only if they are designed to be converted to a pump
station when public central wastewater facility become available.
87-400.13 2-1
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In an effort to mitigate these impacts to the Mosquito Lagoon in the SRPA, the
conceptual design of central water and wastewater facilities provide for the
connection of these existing developments to the City-s system.
2.2 FUTURE LAND USE
Development within the SRPA to date has been primarily along the Indian River. and
U.S. 1. The development consists primarily of mobile home communities, single family
developments and industrial facilities. Based on existing land use, growth patterns and
physical land development constraints (i.e., soils, wetlands, etc.), future land use
patterns were developed. Specifically, existing land uses along the Indian River
remained as single family mobile home and industrial (i.e., Boston Whaler).
Commercial development is projected for 500 feet on each side of U.S. 1. Industrial
land use is projected for the area across U.S. 1 from Boston Whaler and 500 feet on
each side of the FEC railroad track. Multi -family land use is envisioned in the area
between the commercial area on the west side of U.S. 1 and the industrial area on the
east side of the FEC Railroad, except where single family developments already exist.
Lastly, because of the preponderance of wetlands and poor drainage characteristics,
the area west of the FEC Railroad to the Turnbull Hammock is anticipated to be low
density single family. The proposed land use for the the SRPA is shown in Figure 2-2.
It is assumed that the land area between the FEC railroad tracks and the Indian River
- will build -out in a 30 year period and the area west of the railroad tracks will buildout
in a 40 year period.
2.3 WATER DEMAND PROJECTIONS
Potable water demands for the Southern Reserve Planning Area have been estimated
in accordance with the proposed land use plan. Water demand for residential land use
areas was determined using an average daily flow of 250 GPD per Equivalent
Residential Unit (ERU) multiplied by the number of residential units projected within
an area. Commercial and industrial area unit water demand rates in terms of gallons
per day per acre (GPD/acre) were determined by evaluation of existing area demands
87-400.13 2-2
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(i.e., Boston Whaler, Coronado Paints) and literature values. Table 2-3 provides a
summary of the unit flows for each land use type.
Table 2-4 provides a projection of the total water demands for each land use category.
These projections were developed using a developable coefficient which provides an
estimate of the total acreage of any land use which is assumed to be developable. The
developable coefficient allows for roads, parking, stormwater retention areas and low
lying land that is not developable. Based on the these analyses, the projected average
daily water demand for the SRPA at build -out is 2,213,000 gallons per day (2.213
MGD).
2.4 WASTEWATER FLOW PROJECTIONS
The volume of wastewater generated by the Southern Reserve Planning Area has been
projected in accordance with proposed land uses and water consumption within the
area. Wastewater generation is typically 60%-90% of the potable water supplied, with
the remainder diverted to uses such as irrigation and other outdoor needs. For design
purposes of this plan, wastewater generation is assumed to be 90% of the water
demand resulting in an average daily flow of 225 GPD/ERU.
Table 2-3 provides a listing of the unit wastewater flows for each land use category
and Table 2-4 provides a projection of the total wastewater generation estimated for
each land use category based on the developable coefficients explained previously.
Based on these analyses, the projected average daily flow for the SRPA at build -out is
1,992,264 gallons per day (1.99 MGD).
2.5 PHASING PROGRAM
Based on review of existing growth patterns and the Volusia County Comprehensive
Plan population projects for the SRPA, it is assumed that the total build -out of the
planning area will occur in a 40 year period. However, for the purposes of this report,
it has been assumed that the commercial zone along U.S. 1 (500 feet on each side of
U.S. 1) and the area east of U.S. 1 to the Indian River will achieve build -out within 20
years (Phase 1); the area west of the commercial zone along U.S. 1 and east of the
87-400.13 2-3
Rpts E-2189/jb
TABLE 2-3
SOUTHERN RESERVE PLANNING AREA
WATER AND WASTEWATER UNIT FLOW RATES
Water
Wastewater
Land Use
ERU Factor
Unit
Flow
Unit Flow
Residential Single Family
1.0
250
GPD/Unit
225 GPD/Unit
Mobile Home
.833
208
GPD/Unit
187 GPD/Unit
Multi -Family
.833
208
GPD/Unit
187 GPD/Unit
Commerical
--
550
GPD/AC
495 GPD/AC
Industrial
--
750
GPD/AC
675 GPD/AC
87-400.13
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FEC railroad is assumed to achieve build -out in 30 years (Phase 2); and the area west
of the FEC railroad is assumed to reach build -out in 40 years (Phase 3). Additionally,
it is also assumed that development in the area west of FEC railroad tracks will not
even begin until 10 years from now (2000). Figure 2-3 provides a map of the phases
discussed above.
Based on these build -out assumptions and the projected water and wastewater flows
indicated previously, flow projections for 10, 20, 30 and 40 year planning horizons were
developed and are presented in Table 2-5. These flow projections include existing
development currently being served by individual on -site systems (i.e., well and septic
tank) and package water and wastewater facilities. Phase implementation of central
water and wastewater facilites will be addresses in Section 5 of this report.
87-400.13 2-4
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SECTION 3
WATER SYSTEM
SECTION 3
WATER SYSTEM
3.1 INTRODUCTION
This section provides the design criteria, water system hydraulic analyses and water
facilities conceptual sizing and siting for the SRPA. It should be noted that the
analyses and results provided in this section assume that the City water service shall
be supplied from their Western Water Treatment Plant and S.R. 442 transmission main
which is projected to be in service by December, 1990.
3.2 CITY OF EDGEWATER FUTURE WATER SUPPLY AND TRANSMISSION
FACILITIES
3.2.1 Western Water Treatment Plant and Wellfield Expansion - The City is
currently in the design phase of this project which entails the construction
of a 5.0 MGD lime -softening water treatment plant with finished water
storage and pumping facilities and a 3.6 MGD expansion of the City's
existing water supply wellfield. The City's existing interim 2.4 MGD lime
softening water plant located on Park Avenue will be converted to a
booster station. The City has secured a plant and wellfield site of
approximately 51 acres strategically located in the vicinity of I-95 and S.R.
442 in close proximity to the City's existing wellfield. The plant-s initial
phase capacity of 5.0 MGD should serve the City's projected service area
population through the year 2002. The plant design and site will provide
for ultimate expansion to 10.0 MGD capacity which is projected to serve
the service area population through the year 2030. It is projected that the
wellfield expansion will be completed by June, 1990 and the water plant
will be completed by December, 1990. The incremental cost associated
with providing capacity to serve the SRPA is approximately $3.5 million.
3.2.2 Water Transmission Mains - This project will supply water from the new
Western Water Plant (described previously) to the Florida Shores and south
87-400.13 3-1
Rpts E-2189/jb
Edgewater service area. The project consists of approximately 9,500 L.F.
of 20", 189480 L.F. of 16" and 12,144 L.F. of 12" diameter water mains.
This transmission main will provide the City with a more hydraulically
effluent transmission/distribution system, correct level of service
deficiencies and increase the system's capacity in response to the City's
growth projections. It is proposed to be completed by November, 1990.
Figure 3-1 shows the location of these proposed facilities. The incremental
cost of this facility associated with providing water service to the SRPA is
$680,000.
3.3 SRPA WATER TRANSMISSION/DISTRIBUTION FACILITIES
3.3.1 Hydraulic Network Analysis
A computer based hydraulic analysis model (Kentucky Pipe Program) was used to
determine the size of the SRPA water transmission/distribution facilities to
provide adequate and reliable consumptive and fire flow water demands in the
study area. The model is based on the Hardy -Cross technique of hydraulic
analysis which is an interative process used to solve pipe network problems.
The City of Edgewater already has a comprehensive hydraulic model of their
water transmission/distribution system (City of Edgewater Water Distribution
System Master Plan, September, 1988, DRMP) which was modified to include the
SRPA. The design level of service criteria used in the hydraulic analyses are as
follows:
1. Consumptive demand flows as provided in Table 2-5.
2. Fire flow of 500 gpm for residential development and 2,500 gpm for
commercial, industrial and multi -family development.
3. Minimum system pressures of:
30 psi peak hourly flow
20 psi max day flow and fire flow
87-400.13 3-2
Rpts E-2189/jb
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4. System flow peaking factors as follows:
a. Max day/Average day - 1.65
b. Peak hour/Average day - 3.10
3.3.2 Pipeline Facilities
Based on the hydraulic analyses completed for this study, Phases #1 and 82
can be adequately served at build -out by connection of a 12" PVC and 16"
DIP parallel pipeline connected to the City of Edgewater water system at
the intersection of Roberts Road and U.S. 111 as shown in Figure 3-2. The
parallel lines have a total maximum day flow plus fire flow capacity of
3,440 gpm without booster pumping required. This will serve to meet the
SRPA needs until the year 2004. The estimated construction cost of
20,800 L.F. 12" PVC line along the eastern side of U.S. #1 is $457,600 and
the 20,800 L.F. 16" DIP line along the western side of U.S. #1 is $665,600.
The Phase #3 development can be adequately served by a 10" and 8"
transmission main constructed along the western railroad right of way with
loop connections made to the 16" water main to be constructed along the
western side of U.S. 1. The most likely routes for these loop connections
are along Volco Road and Ariel Road. It should be noted that service to
Phase No. 3 is not anticipated to be required until the year 2000. The
estimated construction cost of approixmately 11,200 L.F. 10" PVC and
10,000 L.F. 8" PVC is $424,000.
The cost associated with installing the pipeline facilities will be funded by
developer extension contributions in aid of construction and water system
impact fees. This funding mechanism will serve to provide an orderly
growth pattern within the service area and prevent leap -front
development.
87-400.13 3-3
Rpts E-2'89/jb
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3.3.3 Ground Storage/Booster Pump Facility
While the SRPA water transmission and distribution pipeline system is
adequately sized to meet maximum daily flow conditions, a ground
storage/booster pump station is necessary to meet peak hourly and fire
flow conditions for Phases 1 and 2 at build -out conditions. Initially, this
facility is not needed to provide service to Phase 1 and 2, however, as
development becomes more prevalent it is projected this station will need
to be constructed in the 2003-2005 time frame.
The ground storage/booster pump facility proposed for the SPRA project is
intended to provide sufficient storage and pumping capacity to meet the
fire flow requirements of 2,500 GPM for 3 hour duration (450,000 gallons)
and maximum day peak hour flows of 1,516 GPM for 3 hours duration
(272,800 gallons) as determined by computer modelling of the SPRA Water
Transmission and distribution system. The tank refill rate, during
maximum night flow conditions, is modelled to be 1,713 GPM for 6 hour
duration (616,680 gallons). Table 3-1 provides a summary of the system
performance resulting from the modelling of these conditions.
Based on this design criteria, a 500,000 gallon ground storage tank with
three high service centrifugal pumps (two for service requirements and one
for back-up) with a design capacity of 1,500 GPM each is recommended.
The pump should will be provided with auxiliary power to provide maximum
reliability in the event of a power failure. The 500,000 gallons of storage
is sufficient in size to provide fire flows for two major fire events taking
place on consecutive peak flow days as shown in Table 3-2.
The proposed location of the ground storage tank/booster pump station will
be at the City-s Whistle Stop recreation park site which is located between
Roberts Road and 28th Street adjacent to the FEC Railroad. Figure 3-3
shows a proposed site plan of the park and pump station. The construction
cost estimate for this facility is $575,000 which would be funded by impact
fees.
87-400.13 3-4
Rpts E-2189/jb
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TABLE 3-2
CITY OF EDGEWATER
SOUTHERN RESERVE PLANNING AREA
WATER GROUND STORAGE TANK
500,000 GALLON GROUND STORAGE TANK
Tank at full condition contains 500,000 gallons.
During maximum daily flow conditions there is no flow out of the tank.
During a 3 hour peak flow condition the flow out of the tank is 1,516 GPM
1,516 GPM x 60 Min/Hr x 3 Hrs - 272,880 gallons
During a 8 hour maximum night flow condition the tank is filling at 1,713
1,713 GPM x 60 Min/Hr x 6 Hrs = 6I6,680 gallons
During a 3 hour fire flow of 2,500 GPM the tank is emptying at 2,500 GPM
2,500 GPM x 50 Min/Hr x 3 Hrs - 450,000 gallons
Therefore, the amount of water remaining in the ground storage tank at the end of a
24 hour period with a fire:
500,000 - tank size
-272,880 - 3 hrs. of peak hour flow
+616,680 - night filling
-450,000 - 3 hrs. of fire flow
+393,800 gallons
87-400.13
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3.4 SUMMARY
Computer analysis of future conditions for the SPRA water system at total build -out
(ultimate conditions) indicates that the City of Edgewater's proposed facilities (i.e.,
Western Water Treatment) should be capable of providing sufficient flow to meet both
the City's and the SRPA consumptive and fireflow water flow demands.
As development becomes more prevalent in the area a ground storage/booster pump
station is necessary to meet peak hour and fire flow conditions. This booster/storage
facility will provide the City of Edgewater with added flexibility and distribution
storage to maximize the City's water system's operating efficiency and reliability.
However, the Western Water Treatment facility will still be capable of providing
maximum daily flow to the area under its proposed phasing plan. Table 3-3 provides
costs of the SRPA water system facilities required and their anticipated
implementation phasing.
87-400.13 3-5
Rpts E-2189/jb
TABLE 3-3
SOUTHERN RESERVE PLANNING AREA
WATER SYSTEM COST SUMMARY
Project Implementation Date Estimated Cost
1. Water Treatment Plant
Expansion & Water Transmission
Main 1991-1992 $ 4,180,000
2. Phase 1 @ II - North End
Water mains on east and west
side of U.S. 1 to intersection
Roberts Rd. and U.S.1 1990-1995 648.000
3. Phase I & 11 - South End
Water mains on east and west
side of U.S. I to southern
boundary 1995-2000 475,200
4. Phase III - North End
Water mains on west side of
FEC and along Volco Road 2000-2005 76,000
5. Phase III - South End
Water mains on west side of
FEC and along Ariel Road 2005-2020 258,000
6. .50 MG ground storage/booster
pump station 2003-2005 575,000
TOTAL WATER SYSTEM PROJECTS $ 6,212,200
SECTION 4
WASTEWATER SYSTEM
SECTION 4
WASTEWATER SYSTEM
4.1 INTRODUCTION
This section provides the design criteria, lift station/force main hydraulic analysis and
the wastewater collection and treatment facilities conceptual sizing and siting for the
SRPA. Additionally, an analysis was conducted of the treatment and wastewater
transmission alternatives. The alternatives evaluated included the expansion of the
City's existing wastewater treatment plant to accommodate the additional flow and
the construction of a wastewater treatment plant and effluent disposal system located
within the SRPA.
4.2 LIFT STATION ANALYSIS
The wastewater flow from the area was disaggregated to determine the location of a
minimum number of lift stations to handle the flow. The analysis performed to
determine the lift station locations was based on handling the maximum wastewater
flow without the lift station invert elevation exceeding an economical maximum
depth. Due primarily to a high local groundwater table, collection system invert
depths were limited to 14-20 feet at the lift station.
To determine each lift station's approximate location the invert elevation of each lift
station was based on a "worst -case", taking the wastewater flow from the most distant
point from the lift station within its service boundary. From this point the final depth
of the lift station was calculated assuming a gravity sewer line connection into the lift
station at minimum slope and 3 feet minimum cover above the top of the pipe. Figure
4-1 shows the approximate locations and service area boundary for each of the lift
stations required. The exact location of each lift station will be determined at the
time of final design.
87-400.13 4-1
Rpts E-4189/jb
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In Table 4-1 all lift stations have been summarized according to their average daily
flow, peak factors, peak flow, design pumping rate, and approximate capital cost.
The lift stations/force main transmission system proposed for the SRPA utilizes a
manifold configuration as opposed to a gravity interceptor/master lift station. This
manifold system was chosen based on the following criteria:
1. Lower construction cost.
2. Higher total system reliability by eliminating the dependence of the total service
area on a single master lift station. The loss of service of any lift station in a
manifold system only affect that lift station's service area, whereas the loss of
service of a master lift station affects the total study area's wastewater service.
3. Construction of facilities can more efficiently follow growth patterns. With a
gravity interceptor/master lift station system, the facilities initially installed
need to be sized to meet build -out conditions, thus requiring a significant capital
investment which will not be utilized for some time.
4.3 FORCE MAIN ALTERNATIVE ANALYSIS
4.3.1 General - This subsection develops two alternatives and an interim plan
dealing with the wastewater transmission from the SRPA.
In determining the wastewater transmission force main system hydraulic
profile the Kentucky Pipe hydraulic analysis computer program was used as
discussed in the previous section. Sizing of mains were selected based on
minimum and maximum velocity criteria of 2 and 5 feet per second (fps),
respectively. This criteria provides for the hydraulically efficient and cost
effective sizing of the transmission mains.
87-400.13 4-2
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4.3.2 Alternative #1 - Wastewater Transmission to Existing Plant - This
alternative provides for the routing of the total SRPA wastewater flow at
build -out to the City's existing wastewater treatment facility. The
proposed force main route for this alternative will be along the west side
of U.S. 1 and along the north side of Volco Road to the west side of the
Florida East Coast Railroad. At this point, the force main will intersect
with a 4" and 8" main that serves Phase 3 and continue north and east to a
point of connection at lift station 6 within Florida Shores. This station is
connected to the force main that will run along Queen Palm Drive up to
the existing wastewater treatment plant. For a detailed transmission
system map of alternative one see Figure 4-2. The costs for all the
associated force mains are summarized in Table 4-2.
In modeling this area hydraulically, it was assumed that the low pressure
wastewater collection system would be installed in Florida Shores. The
force main through Florida Shores which will run along Queen Palm Drive
will have to be up -sized from the proposed 20" and 16" to 24" to
accomodate the build -out flows from the SRPA. This incremental cost
increase to the Florida Shores transmission system is summarized in Table
4-3.
4.3.3 Alternative #2 - Wastewater Transmission to New Plant constructed in
SRPA - This alternative provides for the routing of the total SRPA
wastewater flow to a new wastewater treatment plant proposed to be built
_ on Volco Road west of the FEC railroad. The proposed force main route
for alternative two is essentially the same as alternative one with the
exception of the line connecting the SRPA transmission system with the
Florida Shores transmission system. The elimination of this line is due to
the fact that a new wastewater treatment plant is to be built at the
proposed location on Volco Road just west of the railroad. For a detailed
transmission system map see Figure 4-3. The cost for all associated force
mains are summarized in Table 4-4.
87-400.13 4-3
Rpts E-4'89/jb
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TABLE 4-2
SOUTHERN RESERVE PLANNING AREA
WASTEWATER TRANSMISSION SYSTEM IN SRPA
ALTERNATIVE $I
Pipe Size
Quantit
Unit Cost ($/L.F.)
Total
14" DIP
25,200
$28.00 L.F.
$
705,600
8" PVC
1,200
16.00 L.F.
19,200
6" PVC
6,000
12.00 L.F.
72,000
4" PVC
9,700
8.00 L.F.
77,600
Pipe Cost for all Phases
$
874,400
100 L.F. Bore & Jack Under
R.R. @ 200 L.F.
20,000
Total
$
894,400
87-400.13
Rpts. E-4189/jb
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SOUTHERN RESERVE PLANNING AREA
FORCE MAIN COST ANALYSIS
ALTERNATIVE #I
Unit Cost
Quantity
Pipe Size($/L.F.)
(LF.)
Total Cost
20" DIP
$ 40/L.F.
8,500
$ 340,000
16" DIP
$ 32/L.F.
3,450
1I0,400
14" DIP
$ 28/L.F.
4,800
134 400
584:906
Florida Stares Wastewater Transmission System for Florida Shores and SRPA
Unit Cost
Quantity
Pipe Size($/L.F.)
(L.F.)
Total Cost
24" DIP
$ 50/L.F.
16,750
$ 837,500
Incremental Cost Increase
for up -sizing Florida Shores
Transmission Main $ 252,700
SRPA Force Mains
(from Table 4-2) 894,400
Alternative #1
Total Transmission Main
Cost for SRPA $1,147,100
87-400.13
Rpts. E-4189/jb
TABLE 4-4
SOUTHERN RESERVE PLANNING AREA
WASTEWATER TRANSMISSION SYSTEM IN SRPA
ALTERNATIVE $2
Pipe Size
Quantit
Unit Cost ($/L.F.)
Total
14" DIP
21,400
$28.00 L.F.
$
571,200
8" PVC
1,200
16.00 L.F.
19,200
6" PVC
6,000
I2.00 L.F.
72,000
W, PVC
9,700
8.00 L.F.
77,600
Pipe Cost for all Phases
$
740,000
100 L.F. Bore & Jack Under
R.R. @d 200 L.F.
20,000
Total
$
760,000
87-400.13
Rpts. E-4189/jb
4.3.4 Alternative #3 - Interim Wastewater Transmission to the City's Existing
Wastewater Treatment and Future New Plant Construction - This
alternative provides for the utilization of the under -used Florida Shores
transmission main and expanded wastewater treatment plant capacity that
the City is planning to construct as part of its capital improvement
program. Specifically, based on Florida Shores growth projections the lift
station/transmission main facilities to be constructed to provide central
sewer in the Florida Shores development will not have their capacity fully
utilized until build -out, which is projected to occur in 20 years. Therefore,
wastewater flows from the SRPA can be routed through the Florida Shores
transmission system on an interim basis (10-15 years) until the Florida
Shores system capacity is fully utilized. At this time, the City can either
construct their own wastewater treatment plant or participate with the
County in the construction of a wastewater treatment facility to serve the
SRPA. The transmission main has been sized to provide the flexibility of
routing the flow to the north or the south, depending on the treatment
alternative selected. The cost for all associated force mains are
summarized in Table 4-5. Figure 4-4 provides a schematic of this
alternative transmission main conceptual size and routing.
4.4 WASTEWATER TREATMENT EFFLUENT DISPOSAL ALTERNATIVE ANALYSIS
4.4.1 General -This section provides an analysis of three wastewater
treatment/effluent disposal alternatives available to serve the SRPA:
1. expand the City's existing wastewater treatment plant;
2. construct a new wastewater treatment plant in the SRPW;
3. purchase capacity from the County at their proposed Southeast
Volusia County wastewater treatment plant.
4.4.2 Alternative #1 - Expansion of the City's Existing Wastewater Treatment
Plant - Design of a 1.5 MGD expansion of the City's existing 1.0 MGD
87-400.13 4-4
Rpts E-4'89/jb
TABLE 4-5
SOUTHERN RESERVE PLANNING AREA
WASTEWATER TRANSMISSION SYSTEM IN SRPA
ALTERNATIVE i3
Pipe Size
Quantit
Unit Cost ($/L.F.)
Total
14"
DIP
20,400
$28.00 L.F.
$
571,200
8"
PVC
1,200
16.00 L.F.
19,200
6"
PVC
6,000
12.00 L.F.
72,000
4"PVC
9,700
8.00 L.F.
77,600
Pipe Cost for all Phases
$
831,200
100 L.F. Bore h Jack Under
R.R. @ 200 L.F.
20,000
Total
$
851,200
87-400.13
Rpts. E-4189/jb
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wastewater treatment plant is currently underway. This expansion is
required in conjunction with the installation of a central sewer collection
system in Florida Shores. In order to continue effluent discharge to the
Indian River, this expansion will also include an upgrade of the facility to
provide advanced level treatment (filtration and nutrient removal) instead
of only secondary level treatment as is currently performed.
In order to provide wastewater service to the SRPA at this facility, an
additional 1.0 MGD capacity would need to be provided in the year 2000
time frame, with an additional 1.0 MGD required in the year 2020 time
frame. The cost of each expansion is estimated to be $4.5 million.
4.4.3 Alternative #2 - New Wastewater Treatment Plant in SRPA -This
alternative requires the construction of a new wastewater treatment
facility within the SRPA and utilization of orange grove spray irrigation
for effluent disposal. Based on an evaluation of soils and existing land uses
within the SRPA, a 150 acre site adjacent to Volco Road just west of the
FEC railroad was selected. This site is predominantly orange groves and
has soils capable of accepting an effluent land application rate of 2"/week.
It is proposed that this plant be constructed in phases of 0.5 MGD which
would be required approximately every 10 years. However, the spray
irrigation site should be purchased for a minimum of 1.0 MGD capacity to
avoid future escalated land costs as development occurs in the SRPA.
The estimated construction cost of the wastewater treatment facility is
approximately $1.5 million per phase (including spray irrigation facilities)
and the estimated land cost is $2.25 million (150 acres x $15,000/acre).
Figure 4-5 provides a soils map of the site and surrounding area.
4.4.4 Alternative #3 - Purchase Wastewater Treatment Capacity from Volusia
County - In the County's recently completed report titled "Southeast
87-400.13 4-5
Rpts E-4189/jb
amp,
Volusia County Water and Wastewater Systems Master Plan", (June, 1989,
Marshall, McCully and Associates) a wastewater treatment facility to
serve the SRPA, Oak Hill and the surrounding unincorporated area is
proposed. This alternative calls for the City to provide wastewater
collection in the SRPA and purchase wastewater treatment on a wholesale
basis from the County. Based on the County's project cost of $4.00/gallon
for treatment and effluent disposal, purchase of capacity in 0.5 MGD
increments every 10 years would have an estimated cost of $2.0 million per
increment.
4.4.5 Preferred Alternative - The preferred alternative resulting from this
analysis is actually a combination of the three alternatives discussed
above. As discussed in Section 4.3.4, wastewater treatment capacity for
the SRPA could be supplied by the City's proposed expansion of their
existing wastewater treatment plant as an interim basis (10-15 years) by
using excess capacity not required until Florida Shores build -out occurs
(20-25 years). During the interim period, the City could then re-evaluate
the treatment alternatives and elect to either construct their own
facilities within the SRPA or purchase treatment capacity from the County
on a wholesale basis. Alternative #1, further expansion of the City's
existing facility, is not considered to be cost effective due to the
additional transmission main costs and need to expand an advanced waste
treatment facility.
4.5 SUMMARY
Based on the wastewater collection, transmission, treatment and effluent disposal
alternatives evaluated in this section, it is recommended that:
1. Under-utilized wastewater treatment and Florida Shores wastewater
transmission system facilities should be used to provide wastewater service to
the SRPA on an interim basis (10-15 year period). The under-utilized capacity
87-400.13 4-6
Rpts E-4'89/jb
would result from the City's planned capital improvement program projects to
provide central wastewater collection in Florida Shores and a 1.5 MGD expansion
and treatment upgrade to the City's existing treatment plant.
2. When the existing plant's capacity reaches approximately 70% utilization, the
City should re-evaluate the treatment alternative of constructing their own
facility in the SRPA or purchasing treatment capacity on a wholesale basis from
the County, if available.
Table 4-6 provides a summary of the estimated costs for each alternative (in 1989 $).
Table 4-7 provides an implementation schedule, with project cost estimates for the
recommended SRPA wastewater service plan.
87-400.13 4-7
Rpts E-4189/jb
TABLE 4-6
SOUTHERN RESERVE PLANNING AREA
WASTEWATER ALTERNATIVES COST ESTIMATE
SRPA Lift Station Collection Facilities
Phase I & 11 $1 000,00C
Phase 11I 300,000
Total Lift Station Facilities $1,300,000
Wastewater Transmission Facilities
Alternative #1 - Total SRPA flow to City's existing WWTP
Phase I & 11 1. 725,600
Phase 111 168,800
Total - Alternative #1
Transmission Facilities $ 894,400
Alternative #2 - Total SRPA flow to raw W WTP located in SRPA
Phase 16, 11
$ 591,200
Phase I1I
_168,800
Total - Alternative #2
Transmission Facilities
$ 760,000
Alternative #3 - Interim SRPA flow to City's existing W WTP;
New plant in future
Phase I & II
$ 682,400
Phase 111
168,800
Total - Alternative #3
Transmission Facilities
$ 85I,200
Wastewater Treatment/Effluent Disposal
Alternative #1 - Expansion of City's wastewater treatment plant
1.0 MGD expansion (2000) $4,500,000
1.0 MGD expansion (2020) 4,500,000
Total - Alternative #1
Wastewater Treatment $9,000,000
TABLE 4-6 (Continued)
Alternative #2 - Construction of W WTP in SRPA
0.5 MGD with 150 acre spray site-1995 $3,750,000
0.5 MGD expansion - 2000 1,500,000
0.5 MGD expansion - 2010 1,50C,000
0.5 MGD expansion - 2010 1,500,000
Total - Alternative #2
Wastewater Treatment $8,250,000
Alternative #3 - Purchase treatment capacity from Volusia County
(if available)
0.5 MGD
- 1995
$2,000,000
0.5 MGD
- 2000
2,000,000
0.5 MGD
- 2010
2,000,000
0.5 MGD
- 2020
2,000,000
Total- Alternative #3 $8,000,000
TABLE 4-7
SOUTHERN RESERVE PLANNING AREA
SRPA WASTEWATER FACILITIES RECOMMENDED PLAN
Project Implementation Date Estimated Cost
1. Collection/Transmission
facilities for north end
of Phase 16r lI
o Lift Stations #7 - #12 1990 - 1995 $ 600,000
o Transmission mains to
Florida Shores lift station #6 1990 - 1995 478.000
Total - Project #I $1,078,000
2. Collection/Transmission
facilities for south end
of Phase 16 II
o Lift Stations #13 - #16 1995- 2000 $ 400,000
o Transmission mains to
connect to north end 1995 -2000 204,400
Total- Project #2 $ 604,400
3. Collectlon/Transmission
facilities for north end
of Phase III
o Lift Stations #17 - #18 2000 - 20I0 $ 150,000
o Transmission Main 2000 - 2010 48,800
Total - Project #3 $ 198,800
4. Collection/Transmission
facilities for south end
of Phase III
o Lift Stations #19 - #20 2010 - 2020 $ 150,000
o Transmission Mains 2010 - 2020 120,000
Total - Project #4 $ 270,000
Project
5. Wastewater Treatment Plant/
Effluent Disposal
o 1.0 MGD with 150 acre
sprayfield
o 0.5 MGD expansion
o 0.5 MGD expansion
Total - Project /5
TABLE 4-7 (Continued)
Implementation Date
2000 - 2005
2010
2020
Estimated Cost
$5,250,000
1,500,000
1,500,000
$8,250,000
TOTAL WASTEWATER SYSTEM PROJECTS $10,401,200
SECTION 5
CONCLUSIONS AND RECOMMENDATIONS
SECTION 5
CONCLUSIONS AND
5.1 GENERAL
This section provides a summary of the conclusions reached from the analyses for
providing central water and wastewater facilities in the SRPA described in previous
sections as well as recommendations for a logical, phased facilities implementation
plan. Additionally, a discussion of non -technical issues related to serving the SRPA is
provided.
5.2 NON -TECHNICAL ISSUES
The plan developed in this report assumes the City will provide central water and
wastewater facilities to serve the entire SRPA. Inherent in this assumption is that
existing developments currently served by individual on -site systems (i.e., septic tanks
and wells) and package water and wastewater plants will connect to the City's system
when it is available. Therefore, no analysis of the acquisition of the privately owned
utility systems currently regulated by the Florida Public Service Commission (FPSC)
has been made. However, as part of this study, the owners of each private system
have been notified of the City's intent to provide central service and requested to
notify the City should they desire to connect. Additionally, the Florida Public Service
Commission was also notified in the event that should a private utility not meet its
regulatory requirements, the FPSC could mandate non -renewal of the franchise and
require connection to the City's system (see Appendix W. For those developments
served by individual systems (septic tanks and wells), connection to the City's system
would be accomplished by either the expressed desire of the development residents
and/or mandatory connection to alleviate public health and/or environmental pollution
problems manifesting themselves. It should be noted that the central facilities sizing
and layout provided in this report accommodates the connection of all the existing
developments.
87-400.13 5-1
Rpts E-4'89/jb
In June, 1989, Volusia County accepted an engineering report prepared by Marshall,
McCully and Associates titled "Southeast Volusia County Water and Wastewater
Systems Master Plan" in which central water and wastewater facilities to serve the
SRPA are conceptually designed and to be constructed and operated by the County,
which is in direct contradiction to the City's stated intent to serve the SRPA. As part
of the implementation plan for the County, the report recommends the County
aggressively pursue the purchase of the four (4) private utilities within the SRPA to
establish and expand their service area. Should the County proceed with this course of
action, it will result in greatly reducing the City's ability to provide cost-effective
utilities service within the SRPA. Therefore, to efficiently meet the City's objective
of providing the most cost-effective and environmentally sound water and wastewater
service to the SRPA, it is strongly recommended that the City and Volusia County
enter into an inter -local agreement delineating utilities service areas for both entities
(See Appendix E). At a minimum, this agreement should provide for:
1. The right of the City to be the sole provider of utility service within the SRPA
as provided for in this report;
2. The City and County agree to system interconnections and provision of service
outside each other's delineated service area on a wholesale basis when it is found
to be the most cost-effective solution.
3. The County provide assistance to the City and existing development residents to
efficiently effect the provision of central water and wastewater services when
they become available. Examples of such assistance includes providing special
assessment programs to assist residents with the costs of connecting to the
central system and mandating connection to the central system when it is
available.
Should the County decline to enter into good faith negotiations of such an inter -local
agreement and proceed with the implementation plan recommended in its master plan,
then the City is recommended to also pursue the acquisition of the private utilities
located in the SRPA to ensure maintaining the integrity of the City's proposed SRPA
87-400.13 5-2
Rpts E-4189/jb
service area. The cost of this recommended acquisition program requires further
determination of the value of the private utility systems which is beyond the scope of
this report.
5,3 PHASED
PLAN
5.3.1 Phasing Plan - The construction of central water and wastewater facilities
is proposed to occur in an orderly phased approach starting at the north end
of the SRPA and proceeding south. Additionally, the service area has been
divided into phases based on the growth rate and projected build -out period
(see Section 2). This phased implementation plan is intended to provide for
cost-effective construction occurring in a radial fashion from the City's
base system and minimize leap -frog development within the SRPA. Non-
contiguous development patterns require long extensions from the base
system to serve a development with the facilities between the development
and base system being under-utilized for an indeterminate amount of time
and the cost of installation for the under-utilized capacity being carried by
the existing customers until the utilizing developments are built.
Facilities construction as proposed in this report would proceed in the
following time frames:
Service Area/Facilit
1. Water Treatment Plant and
Transmission Main
2. Phase I do II - North End
3. Phase I do II - South End
4. Phase III - North End
5. Phase III - South End
6. SRPA Ground Storage/Booster Station
7. WWTP and Effluent Disposal
87-400.13 5-3
Rpts E-4189/jb
Implementation Date
1990 - 1991
1990 - 1995
1995 - 2000
2000 - 2005
2010 - 2020
2003 - 2005
2000 - 2005
Figure 5-I provides a delineation and proposed location of service areas
and facilities described above. Table 5-1 provides a comprehensive
schedule and estimated construction costs of all the projects required to
implement the plan provided in this report.
5.3.2 Financial Plan - The major water and wastewater service facilities
described in this report would be funded by impact fees, contributions aid
of construction by developments requiring system extensions and water and
wastewater user fees (rates). Individual development facilities required
which have not been addressed in this report (i.e., wastewater collection
and water distribution lines) would be paid for by the developments
themselves and deeded to the City for operation and maintenance, in
accordance with current City ordinance and policy. In an effort to assist
existing developments to connect to the central utility system and abandon
their septic tanks, wells and package treatment facilities, the County
and/or City could institute special assessment financing which would allow
upfront payments currently required (i.e., impact fees, connection fees,
local pipeline installation) to be spread out over a period of time. Table 5-
2 provides a summary of the City's current rates and charges for service
outside the City's limits. It should be noted that these rates and charges
are projected to increase in the next year to meet the financing
requirements of the City's Capital Improvement Program. Should the City
proceed with implementing this master plan, the rate and charges
evaluation and modifications should include the growth projections and
revenue/expenditure impacts associated with serving the SRPA.
Table 5-3 provides a summary of the revenues and capital expenditures
projected for providing service. The reader is reminded that these
- projections assume connection of existing developments when the City's
central facilities become available and do not include any costs which may
be required for installing local wastewater collection and water
distribution facilities within the development. The difference between the
impact fee revenues and the capital expenditures is what would be required
87-400.13 5-4
Rpts E-4189/jb
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87-400.13 5-5
Rpts E-4'89/jb
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3.
TABLE 5-2
SOUTHERN RESERVE PLANNING AREA
CITY OF EDGEWATER WATER AND WASTEWATER RATES AND CHARGES
(July, 1989)
Water Wastewater
User Fees ($/month)
0 - 2000 gallons $ 7.31 $ 9.06
(minimum bill)
each additional 1000 gallons $ 2.56 $ 3.25
For average 6000 gallons/month
water use $ 17.56 $ 22.06
Impact Fees $ 1,000 $ 1,000
(pay at time of connection)
Connection Charges $ 250 $ 150
(residential service)
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Ltaw4.to) KRA
F.B. 1987MUNICIPAL PUBLIC WORKS Ch. 180
180.01
180.02
180.03
180.04
180.05
180.06
180.07
180.08
180.09
180.10
180.11
180,12
180,13
130.135
180.14
180.15
180,16
180.17
180,18
180,19
180.191
180,20
18021
180.22
180.23
180,24
180.25
16026
100.301
CHAPTER 180
MUNICIPAL PUBLIC WORKS
Definition of term 'municipality."
Powers of municipalities.
Resolution or ordinance proposing construc.
tion or extension of utility; objections to
same.
Ordinance or resolution authorizing construc-
tion or extension of utility; election.
Definition of term 'private company.'
Activities authorized by municipalities and pri-
vate companies.
Public utilities; combination of plants or sys.
tems; pledge of revenues.
Revenue certificates; terms; price and inter-
est,three-fifths vote of governing body re-
quired.
Notice of resolution or ordinance authorizing
issuance of certificates.
When election necessary.
Referendum and procedure therefor.
Examinations and surveys.
Administration of utility; rate liking and collect
tion of charges.
Utility services; refusal or discontinuance of
services for nonpayment of service charges
by former occupant of rental unit prohibit
ad, unpaid service charges of former occu
pant not to be basis for lien against rental
property, exception.
Franchise for private companies; rate fixing.
Liability of private companies.
Acquisition by municipality of property of pri
vate company.
Contracts with private companies.
Use by municipality of privately owned utility.
Use by other municipalities and by individuals
outside corporate limits.
Limitation on rates charged consumer outside
city limits.
Regulations by private companies; rates; con.
tracts.
Powers granted deemed additional.
Power of eminent domain.
Contracts with engineers, attorneys and oth.
ers; boards.
Contracts for construction; bond publication
of notice; bids.
Contents of notice of issuance of certificates.
Form of certificates.
Purchase or sale of water or sewer utility by
municipality.
180.01 Definition of term "municipality." —The term
'municipality,' as used in this chapter, shall mean any
city, town, or village duly incorporated under the laws of
the state.
Xbai. .. 1. m. "118, 1506: cat- IM S.,,i 310.y61.
190.02 Powers of municipalities.—
(1) Far the accomplishment of the purposes of this
chapter, any municipality may execute its corporate
powers within its corporate limits.
(2) Any municipality may extend and execute all of
its corporate powers applicable for the accomplishment
of the purposes of this chapter outside of its corporate
limits, as hereinafter provided and as may be desirable
or necessary for the promotion of the public health, safe-
ty and welfare or for the accomplishment of the pur-
poses of this chapter; provided, however, that said cor.
porate powers shall not extend or apply within the cor-
porate limits of another municipality.
(3) In the event any municipality desires to avail itself
of the provisions or benefits of this chapter, it is lawful
for such municipality to create a zone or area by ordi-
nance and to prescribe reasonable regulations requiring
all persons or corporations living or doing business with-
in said area to connect, when available, with any sewer-
age system constmcted, erected and operated under
the provisions of this chapter; provided, however, in the
creation of said zone the municipality shall not include
any area within the limits of any other incorporated city
or village, nor shall such area or zone extend for more
than 5 miles from the corporate limits of said municipali.
ty.
aUbry. 1 0 17118. ITS. 0ol. IM 30ry.31061.
180.03 Resolution or ordinance proposing con-
struction or extension of utility; objections to se rkil
(1) When it is proposed to exercise the powers
granted by this chapter, a resolution or ordinance shall
be passed by the city council, or the legislative body of
the municipality, by whatever name known, reciting the
utility to be constructed or extended and its purpose,
the proposed territory to be included, what mortgage
revenue certificates or debentures if any are to be is.
sued to finance the project, the cost thereof, and such
other provisions as may be deemed necessary.
(2) Any objections to any of the provisions of said
resolution or ordinance shall be in writing and filed with
the governing body of the municipality, and hearing
thereupon shall be held within 30 days after the passage
of the resolution by the legislative body of said munici.
pality.
aeWry. 1, 017119, 19ffi: Cal IM s ,31M61.
180.04 Ordinance or resolution authorizing con-
struction or extension of utility; election. —If after the
passage of said resolution the said city council or other
legislative body, by whatever name known, shall deter-
mine to proceed toward the construction of said utility,
but not earlier than 40 days after the passage of said or.
dinance or resolution, the said city council or other legis-
lative body, by whatever name known, shall pass an or-
dinance or resolution authorizing the construction of the
utility or any extension thereof, reciting the purpose and
the territory to be included, correcting any errors, reme
dying any sustained objections, authorizing the issu-
ance of mortgage revenue certificates or debentures to
pay for the construction and all other costs of the saitl
utility, and containing all other necessary provisions. All
1017
Ch. 160 MUNICIPAL PUBLIC WORKS F.S. 1987
other legislative and administrative functions and pro
ceedings shall be the same as provided for the govern
ment of the municipality. The city council or other legisla
five body, by whatever name known, of the municipality,
may adopt and provide for the enforcement of all resolu-
tions and ordinances that may be required for the ac-
complishment of the purposes of this chapter, and its
decision shall be final in determining to construct the
utility, or any extension thereof as and where proposed,
to promote the public health, safety, and welfare by the
accomplishment of the purposes of this chapter; provid.
ed, that where any mortgage revenue certificates, de.
bentures, or other evidences of indebtedness shall
come within the purview of s. 12, Art. VII of the State
Constitution, the same shall be issued only after having
been approved by a majority of the votes cast in an elec-
tion in which a majority of the owners of freeholds not
wholly exempt from taxation who are qualified electors
residing in such municipality shall participate, pursuant
to the provisions of as. 100.201-100.221, 100.241,
100.261-100.341, 100351.
HIMM. a L CR 11118.1935. CGL t938So p 31IXy91a 15.0 Re-216, e. N.
cs n-115
180.05 Definition of term "private company." —A
'private company' shall mean any company or corpora
lion duly authorized under the laws of the state to con
struct or operate water works systems, sewerage sys
terns, sewage treatment works, garbage collection and
garbage disposal plants.
Hit" s. 2. Ch. t7$18. Ins CGL te35Supp. 31=71.
180.06 Activities authorized by municipalities and
private companies. —Any municipality or private com-
pany organized for the purposes contained in this chap-
ter, is authorized:
(1) To clean and improve street channels or other
bodies of water for sanitary purposes;
(2) To provide means for the regulation of the flow
of streams for sanitary purposes;
(3) To provide a water supply for domestic, munici
pal or industrial uses; -
(4) To provide for the collection and disposal of sew
age and other liquid wastes;
(5) To provide for the collection and disposal of gar.
bage;
(6) And incidental to such purposes and to enable
the accomplishment of the same, to construct reser.
voirs, sewerage systems, trunk sewers, intercepting
sewers, pumping stations, wells, siphons, intakes, pipe.
lines, distribution systems, purification works, collection
systems, treatment and disposal works;
(7) To construct airports, hospitals, jails and golf
courses, to maintain, operate and repair the same, and
to construct and operate in addition thereto all machin
ery and equipment;
(8) To construct, operate and maintain gas plants
and distribution systems for domestic, municipal and in
dustrial uses; and
(9) To construct such other buildings and facilities
as may be required to property and economically open
ate and maintain said works necessary for the fulfillment
of the purposes of this chapter.
However, a private company or municipality shall not
construct any system, work, project or utility authorized
to be constructed hereunder in the event that a system,
work, project or utility of a similar character is being ac-
tually operated by a municipality or private company in
the municipality or territory immediately adjacent there.
to, unless such municipality or private company con-
sents to such construction.
Wnery, e.3, cn I1110. 1935: s.1, U. 11119. 1935 COL 636 $w 31=81.
180.07 Public utilities; combination of plants or
systems; pledge of revenues.—
(1) All such reservoirs, sewerage systems, trunk
sewers, intercepting sewers, pumping stations, wells,
intakes, pipelines, distribution systems, purification
works, collecting systems, treatment and disposal
works, airports, hospitals, jails and golf courses, and gas
plants and distribution systems, whether heretofore or
hereafter constructed or operated, are considered a
public utility within the meaning of any constitutional or
statutory provision for the purpose of acquiring, pur.
chasing, owning, operating, constructing, equipping
and maintaining such works.
(2) Whenever any municipality shall decide to avail
itself of the provisions of this chapter for the extension
or improvement of any existing utility plant or system,
any then existing plant or system may be included as a
part of a whole plant or system and any two or more utili-
ties may be included in one project hereunder. The reve.
nues of all or any part of any existing plants or systems
or any plants or systems constructed hereunder may be
pledged to secure moneys advanced for the construe
tian or improvement of any utility plant or system or any
part thereof or any combination thereof.
Me", 4. Ch. 17118 I : a z, Ch. uns. IM CGL IM S,w 31M91.
180.08 Revenue certificates; terms; price and in-
terest; three -fifths vote of governing body requiretl.—
(1) Any municipality which acquires, constructs or
extends any of the public utilities authorized by this
chapter and desires to raise money for such purpose,
may issue mortgage revenue certificates or debentures
therefor without regard to the limitations of municipal in
debtedness as prescribed by any statute now in effect
or hereafter enacted; provided, however, that such mort.
gage revenue certificates or debentures shall not im.
pose any tax liability upon any real or personal property
in such municipality nor constitute a debt against the
municipality issuing the same, but shall be a lien only
against or upon the properly and revenues of such utili.
ty, including a franchise setting forth the terms upon
which, in the event of foreclosure, the purchaser may op
erate the same, which said franchise shall in no event
extend for a period longer than 30 years from the date
of the sale of such utility and franchise under foreclosure
proceedings.
(2). Such mortgage revenue certificates or deben
tures shall be sold for at least 95 percent of par value
and shall bear interest not to exceed 7.5 percent per an-
num.
(3) No mortgage revenue certificates or debentures
shall be issued except upon a three -fifths affirmative
vote of the city council, or other legislative body of the
municipalities by whatever name known; such mortgage
1018
F.S. 1987 MUNICIPAL PUBLIC WORKS Ch. 160
revenue certificates or debentures shall provide that out
of the revenues and income derived and obtained from
the operation of the utility so constructed, such portion
thereof as may be deemed sufficient after all operating
costs have been paid, shall be set aside annually in a
sinking fund for the payment of interest on said certifi-
cates or debentures and the principal thereof at the me
runty of the same.
Ni$Wq—a 5,cN III16. 19E, CGL ISIS Scan 31113 18,& 73-=
180.09 Notice of resolution or ordinance authoriz-
ing issuance of certificates. —Upon the adoption of res
olutlon or ordinance by the city council, or other legisla
five body, by whatever name known, authorizing the is.
suance of mortgage revenue certificates or debentures,
a notice thereof shall be published once a week for 2
consecutive weeks in a newspaper of general circulation
in the county in which the municipality is located, or by
posting a notice in at least three conspicuous places
within the limits of the municipality, one of which shall
be posted at the door of the city hall or city offices; pro.
vitled, that if any of the mortgage revenue certificates
or debentures are to be purchased by the United States
of America, or any instrumentality or subdivision thereof,
it shall not be necessary to advertise or offer the same
for sale by competitive bidding.
Hill,- 5. cn 11, IS 1905. CGL 19M S In, 31010)
180.10 When election necessary. —Where any
mortgage revenue certificates, debentures, or other evi
dances of indebtedness shall come within the purview
of s. 12. Art. VII of the State Constitution, the same shall
be issued only after having been approved by a majority
of the votes cast in an election in which a majority of the
owners of freeholds not wholly exempt from taxation
who are qualified electors residing in such municipality
shall participate, pursuant to the provisions of as.
100.201-100.221, 100,241. 100.261-100.341. 100.351.
14M.I.—a 7. d1. YMY. IW5 a. 15.0 W-216. a W, cR 77-175.
180.11 Referendum and procedure therefor.—
(1) A referendum maybe held upon the issuance of
such mortgage revenue certificates or debentures in the
following manner: a petition shall be filed with the clerk
within 30 days after the date of the first publication of
the notice of the issuance of the proposed mortgage
revenue certificates or debentures or after the posting
of the notice, as herembefore provided. The petition
shall contain the nature of the objection to the proposed
utility or the issuance of said mortgage revenue certifi.
cates or debentures and shall be signed by 20 percent
of the registered and qualified electors of said munici-
pality. Such referendum shall be held not later than 60
days after the date of the first publication of said notice
as aforesaid or the posting of such notice.
(2) The aforesaid petition shall be filed with the city
clerk, or the officer performing the corresponding duties,
and the said clerk or officer shall ascertain immediately
if the requisite number of registered and qualified elec.
tors have signed the said petition; whereupon he shall
immediately report in writing to the mayor, or the execu-
tive officer of said municipality, and to the city council
or other legislative body of the municipality, by whatever
name known; whereupon a resolution or ordinance shall
forthwith be enacted determining if the requisite number
of registered and qualified electors have signed the peti-
tion, a resolution or ordinance shall forthwith be enacted
setting forth the date upon which the referendum shall
be held, appropriating sufficient funds to pay the ex-
penses of said election, designating the places of voting
and providing for the form of ballot to be used. In deter-
mining the number of registered and qualified electors
for the purposes of determining the sufficiency of the pe-
tition for referendum, the city clerk, or such other officer,
shall use the number of registered and qualified electors
at the last municipal election held by the said municipali-
ty. All rules, regulations, ordinances or resolutions per-
taining to municipal elections shall apply under the refer-
endum herein set forth, except where the same are in-
consistent with the proceedings herein authorized.
M.". i 5," nu9. 1935. cous%su, 3,=,Dt.
180.12 Examinations and surveys. —Any municipal.
ity, to carry out the purpose of this chapter, may,
through its officers, committees, agents, servants or em.
ployees, enter into and upon private properly where it
is proposed to construct said utility, or extensions there-
of to make necessary examinations and surveys, and for
such other purposes as may be required in the accom-
plishment of the purposes of this chapter; provided,
however, the municipality, before constructing any of
said works upon private property, shall first acquire the
right to take and use the property by agreement or pur-
chase or by proceedings or by the exercise of the night
of eminent domain in a court of the state having jurisdic.
tion of the same in the manner prescribed by law.
N1nan,6. m. 17n6. I CGL IWe svan 310gt11.
d—N. 13 E—el emlun.
180.13 Administration of utility; rate fixing and col -
faction of cherges.—
(1) The city council, or other legislative body of the
municipality, by whatever name known, may create a
separate board or may designate certain officers of said
municipality to have the supervision and control of the
operation of the works constructed under the authority
of this chapter, which said board or designated officers
may make all necessary rules or regulations governing
the use, control and operation of said works; subject,
however, to the approval of the city council, or other leg.
islative body, by whatever name known.
(2) The city council, or other legislative body of the
municipality, by whatever name known, may establish
just and equitable rates or charges to be paid to the mu-
nicipality for the use of the utility by each person, firm
or corporation whose premises are served thereby; and
provided further, that if the charges so fixed are not paid
when due, such sums may be recovered by the said mu
nicipality by suit in a court having jurisdiction of said
cause or by discontinuance of service of such utility until
delinquent charges for services thereof are paid, includ-
ing charge covering any reasonable expense for recon
netting such service after such delinquencies are paid,
or any other lawful method of enforcement of the pay-
ment of such delinquencies.
NWary: L 7.. 171 IS nce, M 1906 Suy. 3IM12L
1019
Ch. 180 MUNICIPAL PUBLIC WORKS F.S. 1987
180.135 Utility services; refusal or discontinuance
of services for nonpayment of esrvl" charges by for-
mer occupant of rental unit prohibited; unpaid service
charges of former occupant not to be basis for Ilan
against rental property, exception. —Any other provi-
sion of law to the contrary notwithstanding, no munici.
pality may refuse services or discontinue utility, water,
or sewer services to the owner of any rental unit or to
a tenant or prospective tenant of such rental unit for non-
payment of service charges incurred by a former occu.
pant of the rental unit, and any such unpaid service
charges incurred by a former occupant will not be the
basis for any lien against the rental property except to
the extent that the present tenant or owner has benefit-
ed directly from the service provided to the former ocou-
pant . This section applies only when the former occu-
pant of the rental unit contracted for such services with
the municipality.
eb,wr. a I. cn. &-A2.
180.14 Franchise for private companies; rate fix -
III private company or corporation organized un-
der the laws of the state for any of the purposes recited
in this chapter, may construct, operate and maintain
such works provided for in this chapter, within or without
the corporate limits of any municipality, upon application
by such company or corporation to the city council, or
other legislative body of the municipality, by whatever
name known, and the said municipality may grant to
said private company or corporation the privilege or fran.
chise of exercising its corporate powers for such terms
of years and upon such conditions and limitations as
may be deemed expedient and for the best interest of
said municipality for the accomplishment of the pur.
poses set forth in this chapter; said franchise, however,
to be for a period of not longer than 30 years; provided
further, that the rates or charges to be made by the pri.
vate company or corporation to the individual users of
the utility constructed or operated under authority of this
chapter shall be fixed by the city council, or other legisla-
tive body of the municipality, by whatever name known,
upon proper hearing had for that purpose.
Hleaq.—a 9. cn. 17116. IM Ca11936S.M 31001131
180.15 Liability of private companies. —Any private
company or corporation constructing or operating any
of the works provided for in this chapter, within or Wth-
out the corporate limits of any municipality, shall be lia.
ble for all damages occasioned by the acts, negligence
or injury to the rights of other persons, firms or corpora.
lions in the same manner and with the same limitations
as any other private corporation chartered under the
laws of the state.
aitlar.—s 9.c' ""a la36. CM 19363' 310g111.
180.16 Acquisition by municipality of property of
private company. —When a municipality has granted to
a private company or corporation a privilege or fran.
chise, as set forth in s. 180.14. if at the expiration of the
term of the privilege or franchise and after petition of the
private company or corporation, the municipality fails or
refuses to renew the privilege or franchise, then upon
further petition of the private company or corporation, Its
properly, consisting of all the works constructed and
used in the operation and use of the utility, together with
the appurtenances, materiels, fixtures, machinery, and
real estate appertaining thereto, which is on hand al the
time of the expiration of said privilege or franchise, shall
be purchased by the said municipality at a price to be
mutually agreed upon; provided, however, if the price for
same cannot be agreed upon, the price shall be deter.
mined by an arbitration board consisting of three per.
sons, one of whom shall be selected by the city council
or other legislative body, one shall be appointed by the
private company or corporation, and the two persons so
selected shall select a third member of said board; and
provided further, that in the event said board cannot
agree as to the price to be paid by the said municipality,
then the municipality shall file appropriate condemna-
tion proceedings under chapter 73, within 6 months af-
ter the date of filing the original petition.
HW". s. 10, m. 17119. 1935 M 1936 Six, 310g131
180.17 Contracts with private companies. —Any
municipality may contract by and through its duly
authorized officers with any private company or corpora.
lion which is organized for any purpose related to the
provisions of this chapter, and may contract with said
private company or corporation for the construction or
use of such works authorized by this chapter.
IMMMI. f.l1, ch. 171 Is, ISMS, cGL set s,i,i 31ail
180.18 Use by municipality of privately owned utill-
ty. Whenever a private company or corporation shall
construct or operate any of the works authorized by this
chapter, the municipality wherein the same shall be con-
structed or operated shall not use the said works in any
manner except by and with the consent of the private
company or corporation in the manner and upon the
terms and conditions which are mutually agreeable to
the private company or corporation and the municipality,
except as hereinbefore provided.
11,. 13119, 19315. CGl IM Sixx. 31MM
180.19 Use by other municipalities and by Individu.
als outside corporate limits.—
(1) A municipality which constructs any works as are
authorized by this chapter, may permit any other munici.
pality and the owners or association of owners of lots or
lands outside of its corporate limits or within the limits
of any other municipality, to connect with or use the utili-
ties mentioned in this chapter upon such terms and con-
ditions as may be agreed between such municipalities,
and the owners or association of owners of such outside
lots or lands.
(2) Any private company or corporation organized to
accomplish the purposes set forth in this chapter, which
has been granted a privilege or franchise by a municipal.
ity, may permit the owners or association of owners of
lots or lands outside of the boundaries of said municipal.
ity granting said privilege or franchise, or other munici
pality, to connect with and use the utility operated by the
said private company or corporation upon such terms as
may be agreed between the said private company or
corporation and the owners of association of owners of
said lots or lands or the said municipality
13, M. 17116, uoi M ISMS Sxx, IW,'Ia
1020
F.S. 1987 MUNICIPAL PUBLIC WORKS Ch. 180
180.191 Llmltaflon on rates charged consumer out-
side city iimits.—
(1) Any municipality within the stale operating a wa-
ter or sewer utility outside of the boundaries of such mu-
nicipality shall charge consumers outside the bounda-
ries rates, fees, and charges determined in one of the
following manners.
(a) It may charge the same rates, fees, and charges
as consumers inside the municipal boundaries. Howev-
er, in addition thereto, the municipality may add a sur-
charge of not more than 25 percent of such rates, fees,
and charges to consumers outside the boundaries. Fix.
ing of such rates, fees and charges in this manner shall
not require a public hearing except as may be provided
for service to consumers inside the municipality.
(b) It may charge rates, lees, and charges that are
just and equitable and which are based on the same fac-
tors used in fixing the rates, fees, and charges for con-
sumers inside the municipal boundaries. In addition
thereto, the municipality may add a surcharge not to ex-
ceed 25 percent of such rates, fees and charges for said
services to consumers outside the boundaries. Howev-
er, the total of such rates, fees, and charges for said ser-
vices to consumers outside the boundaries shall not be
more than 50 percent in excess of the total amount the
municipality charges consumers served within the mu-
nicipality for corresponding service. No such rates, fees
and charges shall be fixed until after a public hearing at
which all of the users of the water or sewer systems,
owners, tenants, or occupants of property served or to
be served thereby, and all others interested shall have
an opportunity to be heard concerning the proposed
rates, fees, and charges. Any change or revision of such
rates, fees, or charges may be made in the same man-
ner as such rates, fees, or charges were originally estab-
lished, but if such change or revision be made substan-
tially pro rate as to all classes of service. no hearing or
notice shall be required.
(2) Whenever any municipality has engaged, or
there are reasonable grounds to believe that any munici.
pality is about to engage, in any act or practice prohibit -
ad by subsection (1), a civil action for preventive relief,
including application for a permanent or temporary in
junction, restraining order, or other order, may be insti-
tuted by the person of persons aggrieved.
(3) Thissectionshallapplytomunicipallyownedwa-
ter and sewer utilities within the confines of a single
county.
(4) This section shall not apply to a county operating
under a home rule charter if said county has in operation
under said charter an agency regulating water and sew-
er systems.
(5) In any action commenced pursuant to this sec-
tion, the court in its discretion may allow the prevailing
Party treble damages and, in addition, a reasonable at-
torneys fee as part of the cost.
alpOry. S I, 2, 3. l 5. Ce. 70-E07.
180.20 Regulations by private companies; rates;
contracts. —Whenever any private company or corpora
tion organized for the accomplishment of the purposes
or this chapter is granted a privilege or franchise try a
municipality, it may prescribe the terms upon which
owners and occupants of houses, buildings or lots may
obtain the use of the utility constructed and operated by
the said private company or corporation, and the rate
charged for such use, and also the rate and terms upon
which the municipality may use such utility for public
purposes; such rates, however, shall be subject to the
approval of the city council, or other legislative body of
the municipality, by whatever name known; provided,
however, that the municipality may contract with the
said private company or corporation to pay the said
company or corporation a flat or fixed rate far such ser-
vice and use of the utility and may pay out of the general
revenue or any special revenue such rate as agreed.
HIS". a. 14, Ch 17118, lets. CM IM So, 3100(81
180.21 Powers granted deemed additional. —The
authority and powers granted by this chapter to murl
palities shall be in addition to but not in limitation of any
of the powers heretofore or hereafter granted to munici-
palities now existing or hereafter created.
e idari—a. 15, G. 17116. 1938', Cal 1935 Sul 31MM.
180.22 Power of eminent domain.—
(1) Any municipality or private company or corpora-
tion authorized to carry into effect any or all of the pur-
poses defined in this chapter may exercise the power
of eminent domain over railroads, traction and streetcar
lines, telephone and telegraph lines, all public and pri-
vate streets and highways, drainage districts, bridge
districts, school districts, and any other public or private
lands or properly whatsoever necessary to enable the
accomplishment of the purposes of this chapter.
(2) Any municipality which exercises its power un-
der this section outside of its corporate boundaries for
the accomplishment of the purposes of this chapter may
finance such extraterritorial project in any manner in
which it is presently authorized by law to finance a like
project within its corporate boundaries.
ebtgry.—,. 16. ce 17118, 1915. COL 1836 BCgp 310y211: f. I.O, 78-198.
Cl—Ch 13 EM. aCmlin
180.23 Contracts with engineers, attorneys and
others; boards. —Any municipality desiring to con-
struct, maintain or operate any of the utilities described
in this chapter, may contract with engineers and attor-
neys for professional services required for the accom-
plishment of any or all of the purposes of this chapter;
provided, however, that such employment is to be evi
danced by written agreement setting forth the terms
and conditions of the employment; provided further, that
such municipality may also create such other offices and
boards as may be necessary and expedient for carrying
out the purposes of this chapter and shall provide suit-
able and fit compensation for the same.
elrr a 17. Ci, 11119. I815. COL IM sury. 3101I221.
180.24 Contracts for construction; bond; Publica-
tion of notice; I ida.—
(1) Any municipality desiring the accomplishment of
any or all of the purposes of this chapter may make con-
tracts for the construction of any of the utilities men-
tioned in this chapter, or any extension or extensions to
any previously constructed utility, which said contracts
shall be in writing, and the contractor shall be required
to give bond, which said bond shall be executed by a
1021
Ch. 180 MUNICIPAL PUBLIC WORKS F.S. 1887
surety company authorized to do business in the state;
provided, however, construction contracts in excess of
$1,000 shall be advertised by the publication of a notice
in a newspaper of general circulation for 2 consecutive
weeks in the county in which said municipality is twat -
ad, or by posting three notices in three conspicuous
places in said municipality, one of which shall be on the
door of the city hall; and that at least 10 days shall
elapse between the date of the first publication or posh
ing of such notice and the date of receiving bids and the
execution of such contract documents.
(2) All contracts for the purchase, lease or renting of
materials or equipment to be used in the accomplish
ment of any or all of the purposes of this chapter by the
municipality, shall be in writing; provided, however, that
where said contract for the purchase, lease or renting
of such materials or equipment is in excess of $1,000,
notice or advertisement for bids on the same shall be
published in accordance with the provisions of subset
tion (1).
xNrery. a 10. cR V110. I=. eGL Ipa OLpp. 91MM);. l cR bIzs
2Ma
180.25 Contents of notice of issuance of certifi-
cates. —The form of the notice for advertising the pro-
posed issuance of mortgage revenue certificates or de,
bentures shall contain the amount of the certificates to
be sold and the rate of interest thereon; a description in
general terms of the utility to be constructed; the time,
place and date where bids for the sale of the same are
to be received; and such other pertinent information as
may be deemed necessary.
M.O. a. 19. U. 11118, IM,, eGL IB.M s r;i MINI
180.26 Form of certificates. —The certificate of in-
debtedness to be issued under the terms and condi.
lions of this chapter shall contain a description of the
utility, the revenue of which is pledged, together with the
terms of payment of the same, as is established by the
ordinances or resolutions of the municipality, in accord-
ance with the conditions heretofore established in this
chapter, and may or may not have attached thereto in-
terest coupons, and shall contain such other and further
conditions as shall be determined by the governing
body of the municipality, in accordance with the terms
and conditions of this chapter.
xbbry. 4.. cR 11110, IOU.. M IM&jW 31 RS)
180.301 Purchase or sale of water or sewer utility
by municipality. —No municipality may purchase or sell
a water or sewer utility that provides service to the pub
lic for compensation, until the governing body of the mu.
nicipality has held a public hearing on the purchase or
sale and made a determination that the purchase or sale
is in the public interest. In determining if the purchase
or sale is in the public interest, the municipality shall con-
sider, at a minimum, the following:
(1) The most recent available income and expense
statement for the utility;
(2) The most recent available balance sheet for the
utility, listing assets and liabilities and clearly showing
the amount of contributions -in -aid -of -construction and
the accumulated depreciation thereon;
(3) A statement of the existing rate base of the utility
(4) The physical condition of the utility facilities be.
ing purchased or sold:
(5) The reasonableness of the purchase or sales
price and terms;
(6) The impacts of the purchase or sale on utility
customers, both positive and negative;
(7) Any additional investment required and the abili
ty and willingness of the purchaser to make that invest.
ment, whether the purchaser is the municipality or the
entity purchasing the utility from the municipality;
(8) The alternatives to the purchase or sale and the
potential impact on utility customers if the purchase or
sale is not made; and
(9) The ability of the purchaser to provide and main.
tain high -quality and cost-effective utility service,
whether the purchaser is the municipality or the entity
purchasing the utility from the municipality.
The municipality shall prepare a statement showing that
the purchase or sale is in the public interest, including
a summary of the purchaser's experience in water and
sewer utility operation and a showing of financial ability
to provide the service, whether the purchaser is the mu-
nicipality or the entity purchasing the utility from the mu-
nicipality.
Mb1gy, f.3, cn &b.
1022
APPENDIX B
ORDINANCE NO. NB-0-12
AN ORDINANCE OF TER CITY COUNCIL OF THE CITY OF
EDGEWATER, FLORIDA, PURSUANT TO CHAPTER 180, FLORIDA
STATUTES CREATING A RESERVE AREA FOR THE PROVISIONS OF
WATER AND WASTEWATER SERVICE FOR THE CITY OF EDGEWATER
TO BE KNOWN AS THE GREATER EDGEWATER WATER AND
WASTEWATER SERVICE AREA) PROVIDING A LEGAL DESCRIPTION
FOR SAID AREA; PROVIDING THAT SAID SERVICE AREA SHALL
NOT EXTEND FOR MORE THAN FIVE (5) MILES FROM THE
CORPORATE LIMITS FROM THE CITY OF EDGEWATER; PROVIDING
FOR WATER AND SEWER AVAILABILITY AND CONNECTIONS AND
AVAILABILITY CHARGES; CONTAINING A REPEALER PROVISION,
A SEVERABILITY CLAUSE AND PROVIDING FOR AN EFFECTIVE
WHEREAS, Florida Statute Section 180.02 (1985) provides
that any muncipality may extend and execute all of its corporate
powers applicable for the accomplishment of the purposes of
Chapter 180, Municipal Public Works, outside of its corporate
limits, as may be desirable or necessary for the promotion of the
public health, safety and welfare, provided, however, that said
corporate powers shall not extend or apply within the corporate
limits of another municipality, and,
WHEREAS, the Local Planning Agency required and recommen-
ded that the City Attorney prepare an Ordinance on the subject.
NOW, THEREFORE, BE IT ENACTED BY THE CITY COUNCIL OF THE
CITY OF EDGEWATER, FLORIDAS
SECTION 1. Creation; Purpose. There is hereby created
under authority of Florida Statutes Section 180.02 (1985) an area
defined as the •City of Edgewater water a Wastewater Service
Area" for the purpose of delivering to that area water and waste-
water services and exercising within that area the powers provi-
ded for by law.
SECTION 2. The Edgewater Water S Wastewater Service Area
shall include the described property in Volusia County, attached
hereto as Exhibit •A•, and by reference incorporated herein as if
fully set forth.
SECTION 3. That the Greater Edgewater Service Area shall
not extend for more than five (5) miles from the corporate limits
from the City of Edgewater, as amended from time to time.
SECTION 4. None of the Greater Edgewater Service Area
includes any area within the city limits of any other incorpora-
ted municipality.
SECTION S. Legal Description. The legal description by
metes and bounds of the land in Volusia County, Florida, included
within the City of Edgewater City Water a Wastewater Service Area
is on file with the city clerk and available for inspection and
copying.
SECTION 6. .Reference to Greater Edgewater City Service Area.
Wherever re"erence Is made in this chapter to the Greater
Edgewater Service Area, such reference shall be construed to mean
the Greater Edgewater Water 6 Wastewater Service Area.
SECTION 7. Water and Sewer Availability.
(1) To the full extent permitted by law, all buildings and
structures, which are located or constructed on property in the
Greater Edgewater Water and Wastewater Service Area and which are
adjacent to a public right-of-way or easement that has a water
main or gravity sanitary sewer located in it, are hereby
required, except as provided in subsection (2) and (1), to
connect with and use the services and facilities of the City of
Edgewater water and wastewater systems in order to preserve the
health, safety and welfare of the citizens and inhabitants of the
Edgewater Water and Wastewater Service Area.
(2) A water main or gravity sanitary sewer is considered
adjacent or available to a property when it is located anywhere
in a public right-of-way or easement adjoining the property. A
water main or gravity sanitary sewer will not be considered avail-
able in a State Road right-of-way unless it is located on the
same aide of the paved roadway as the property to be served.
When the water main and/or gravity sanitary sewer is available to
a property, that property will be billed a water service
availabilty charge and/or a wastewater service availability
charge as set forth in Section 19-47:12. The service
availability charge will be credited toward the development fee
at the time the building or structure located on the property is
connected to the City of Edgewater water and/or wastewater
systems as set forth in Section 19-42.
(1) If a water main is adjacent or available to a property,
and a building or structure located on that property is connected
to an individual well, then that building or structure will be
required to be connected to the City of Edgewater's water system
when the well system fails, becomes contaminated or experiences a
dry well condition or a permit is requested from the Volusia
County Health Department or other appropriate authority for a
replacement well. If a gravity sanitary sewer is adjacent or
available to a property, and a building or structure located on
that property is connected to a septic tank system, then that
building or structure will be required to be connected to the
City of Edgewater's wastewater system when the septic tank fails
or a permit is requested from the Volusla County Health
Department or other appropriate authority for a septic tank or
draLnfield replacement.
SECTION 8. Section 19-77.12 of the Code of Ordinances is
hereby amended to read as follows:
Credit given against development fee when individuals con-
nect who have been previously paying monthly service availability
charges for utility service, although notconnected to the system.
The City of Edgewater City will allow the application of
monthly service availability charges paid for water and/or waste-
water service as a credit not to exceed the total cost of the
development fee assessed to the connector.
SECTION 9. That all ordinances or parts of ordinances and
all resolutions in conflict herewith, be and the same are hereby
repealed.
SECTION 10. If any section, part of a section, paragraph,
clause, phrase or word of this ordinance is declared invalid, the
remaining provisions of this Ordinance shall not be affected.
SECTION 11. This Ordinance shall take effect immediately
upon its adoption by the City Council of the City of Edgewater,
Florida, and approval as provide3 by law.
This Ordinance was introduced by Councilman Prater
This Ordinance was read on first reading and passed by a
vote of the City Council of the City of Edgewater City, Florida,
and approval as provided by law, at a regular meeting
of said Council held on the ath day of April , 1968.
The second reading of this Ordinance to be at a regular
meeting of the City Council of the City of Edgewater, Florida,
to be held on the 2nd day of May , 1988.
ROLL CALL VOTE OR ORDINANCE NO. 88 12
M�
Mayor
Co •lman-Zp e n// o�
o nc lman- one Two t �j
\_L
Coune man-%dna T e
llls
Councilman -zone Four
SECOND READING:
1
AM May
C man-Z nne :L�1/A�
Ca ne lman-Z ne Two /V
council an-' e h T
v. -
Ca a man- one Four
ATTEST:
City CleXX
This Ordinance read and adopted on second reading at a
regular recessed meeting of the City Council of the City of Edge-
water F— lot dAand authenticated this Sth day of
May 1988.
��Mayo[
:Th]m d{A c ed b -
�!
Attorney
7iw' 1
iads
ts
1k,
7--.
EXISTING f1
SERVICE AREAS
jA
':PROPOSED.
SERVICE AREA
:s. M
iffIll DYER, RIDDLE, MILLS CITY OF EDGEWATE� A R�
AND PRECOURT, INC. EA
I aid CHAPTER 180 RESERVE
CITY OF EDGEWATER
CHAPTER 180 RESERVE AREA:
Beginning at an old stake Situated ninety-seven feet (97') East of the center of the
bridge South Canal, Gabordy's Canal at Its Junction with the Indian River North,
and the Southeast Corner of the Pedro De Cale Grant also being the southeast corner
of the Seymour Pickett Grant, supposed to be located within a few feet of the
Northeast Corner of said bridge, and on the North shores of Bald Canal, In Township
175, Range 34 East; thence Westerly along the South line of said Pickett Cranc
approximately 5,000 feet to a point. Said point being the Northwest corner of Section
29. Township 17 South, Range 34 East, thence southerly along the west line of said
Section 29 approximately 3,070 feet to the North line of the Ceranlmo Alvarez Grant;
thence westerly along the north line approximately 600 feet to the Northwest corner
of said Alvarez Grant; thence southerly along the west tine of said grant approximately
225 feet to the southeast corner of Section 30, Township 17 South, Range 33 East
thence west along the south line of said Section 30 approximately 2,000 feet to a,
Point on the east line of the Ambrose Hull Gtantl thence southerly along said east
line approximately 3,000 feet to a Point on the north right-of-way line of the Florida
East Coast Railroad. Thence westerly along said right-of-way line approximately
6,000 feet to a point on the south line of Township 17 South, Range 33East. Thence
west along said south line approximately 7,500 feet to the northwest corner of Section
6, Township 18 South, Range 34 East; thence south along west line of said Township
18 South, Range 34 East, approximately 35.800 feet to the southwest corner of Section
31, Township IS South, Range 34 East, thence east along the south line of Township
18 South, Range 34 East, approximately 7.600 feet to a point on the west line of
the John Low Grant; thence northerly along said west line approximately 1,800 feet
to the northwest corner of said John Low Grant; thence northeasterly along north
line of said Grant approximately 11,700 feet to a point on the west line of the Joseph
Wales Grant; thence northwesterly along the west line approximately 800 feet to
the northwest corner of said Joseph Wales Grant; thence easterly along the north
line of said grant approximately 10,000 feet to the northeast corner of said grants
thence southerly along the east line of said grant approximately 3,700 feet to a
point on the south line of Section 25, Township IS South, Range 34 East; thence
easterly along the south line of Sections 25 and 30 approximately 5,900 feet to a
point on the west line of the MCHardy Grant; thence southerly along said west line
approximately 200 feet 10 the southwest corner of said McHardy Grants thence
westerly along south line of said grant approximately 3,600 feet to a point on the
center line of the United States Government Main Channel of the Indian River north;
thence northerly along said center line approximately 43,500 feet to a point on the
Bauch line of the Pedro De Cale Grant, thence westerly along said south line
approximately 1,000 feet to the Point of Beginning.
Leas the following:
For a point of Beginning, start at the Intersection of the centerline of U.S.
Highway No. 1, and the South section line of Said Section 13. Township IS
South, Range 34 East, thence In a southerly direction along said highway
centerline a distance of 350 feet, more or less, to the North boundary line
of Rlverfront Estates, thence easterly along said north boundary line of
Rlverfront Estates on a bearing of North 88^ 23' East for a distance of 2,600
feet more or less to the median hlghwater line of the Indian River, thence
following said median high water line In a generally Northerly direction to
a point of 175 feet north of the south boundary line of the Jane Murray Grant,
said south boundary line of the Jane Murray Grant also being the south boundary
line of said Section 49 and the north boundary lines of said Sections 13 and
501 thence moving In a southwesterly direction, remaining 175 feet north of
and parallel to said south boundary line of the Jane Murray Grant, a distance
of 2,930 feet, more or leas, to the centerline of said U.S Highway No. I; thence
In a southerly direction and following said centerline of U.S. Highway No.
1 a distance of 175 feet, more or less, to the North section line of said Section
13; thence South 680 38' 36" West a distance of 1,811.88 feet, more or leas,
thence South Goo 50' 02" East a distance of 1,010 feet, more or leas, to a point;
thence North 89^ 32' 43" East a distance of 220 feet more or less, to a point,
thence North 00° 50' 02" West a distance of 85 feet mere or leas, to a point;
thence North 87o 35' 58" East a dlscance of 2,094 feet, more or less, to the
centerline of Said U.S. Highway No. I; thence following said centerline in a
Southeasterly direction a distance of 1,400 feet, more or leas, to a Point of
Beginning.
APPENDIX C
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULA b�
.GA..AMST.JOHNS RIVER /dr""
DISTRICT , X VERNOR
ICJ. RBNKEL
3.119 MAGUIRE BOULEVARD TARV
SUITE 232
ORLANDO,FLALEX
KEVICM
TRICf�� gNAOER
Lp
pEC 19R4
SPENT 16"41 ICATION TO CONSTRUCT A PUBLIC DRINKING WATER SYSTEM
o�,���t��pp DISTRI i
INSTRUCTLVNB: All of the application forms, including engineering plans and Specifica-
tions, must be completed and submitted. For construction of facilities consisting solely
of pumping and disinfection, Parts A, B, C, D, and E 1 and 2, (d) through If), as well as
engineering plans and specifications, must be completed and submitted. When using this
form for distribution systems alone, only Part B and applicable sections of Part A need to
be completed. Submission of any false statement or representation in this application is a
violation of the law. Attach additional sheets as neces s.".plrJ;rp•y1;;.:..,... N�.__,,,,.,.....:,_,.,,,,
System Name: Indian Harbor Estates.
System Address: Street Ariel Road
Applicant's Name and Title:
Applicant's Address: 135 W. F
Utility Supplying Water: Name: Indian Harbor
Utility Address: 135 W. New York Ave, Da'
Owner/Operator After Construction, if different:
Owner/Operator Address:
Type of Proposed Facility:
Latitude qR 6 r,4'irc"N
A. .Applicant:
Longitude AD'SL55_"W
park, school, etc.)
I, the owner/authorized representative* of VOlusia COUP
am fully aware that the statements made in this application for a permit to a trlert
knu�Re laC�E x' ti E pment are true, correct and complete to the best of m
gl d e and 5e to �lu eth r, C� undersigned agrees to maintain and operate the
facility in such a manner as to comply with the provisions of Chapter 403, Florida
Statutes, and all the rules of the department. The undersigned also understands that
a permit, if granted by the department, will be non -transferable and will promptly
notify the department upon sale or legal transfer of the permitted facility. The
undersigned also accepts responsibility for retainniingttheC hproject engiinn2eeerrr as�indica-
ted oe Che applring plans n [o observe that construction L a pr qje c` ism. accordance
with engineering plans as submitted.
*Attach letter of Signed:
authorization. Owner/Authorized Representative
DER Form 17-1.208(1)
Effective November 30, 1982
11
Name and Title (Please type)
Date:_` &5f% Telephone No.904-736-2700
xt.
Page I -of 7
R. Owner/Authorized Representative of Utility Supplying Water
(if applicable)
The underaignad, owner/authorized representative• of
_
hereby certifies that the above reference utility has adequ[e reserve
capacity to
water to this project and will provide the
Csupply
necessary treatment ea required by
hapter 403, Florida Statutes, and all rule,
of the department. Further, the under-
signed verifies that his treatment
plant was constructed under
tart^- dates a valid permit, Number
3.l 76
_
and the connection of the ro os a say isauea by the dapartnen[,
p P pr ola et wall net be in
Of said permit. -violation of any condition
•Attach letter of
Signed •
authorization
'
V.L. Pearson,Jr.,County Engineer
Name and Title (Please Type)
Deter/S—/4nkit Phone No.:204-736-77on'
C. Owner/Operator• After Construction (if different from applicant) Ext. 2204
I, the underaignad, do certify that I will become the owner/operator of the
Facility after
proposed
constcuction. Further, I certify that I am fully
aware that the state -
in this in this epplloatlon are true, correct
and complete to the beat
ledge. A1of my know_ 'so, I agree to'operate and maintain the
facilities in such a manner as to
comply with the provisions of Chapter 403, Florida
Statutes, and all rules of the
department. I understand the permit is
non -transferable and will promptly notify ,department upon ,ale or-le9at transfer of the the
permitted establishment.
•Attach letter of Signed:
'
authorization ""
' Name and Title (Please Type)
u
Data: _Phone No.
._
D. Professional Engineer Registered in Florida
This is to certify that the engineering feature, oP this public drinking water system
have been designed/exaniheA by me and found to be in confs rmity with modern engineer-
ing princip1 as, applicable to the treatment and distribution of drinking water charac-
terized in this application. There is reasonable a,aurance in my professional judg-ment that the facility, when constructed as planned and properly maintained and opera-
ted,'will comply with all applicable statutes of the
the department. rate oFlorida and the ruler of
/ f F J
Signedt Rt Q.%�-,/ s._J���
r
Gordon G. Townsend Sr.
(Affix Seal)
Name (Please Type)
County of VOlUSia, D.P.W.
Company Name (Planes Type)
136 N. Florida Ave.,DeLand, F1. 32720
Nailing Address (Please Type)
Florida Registration No. idSgq Date: 2 / Phone No. 904-736-2700
F,xt. 2271
DER Fare 17-1.208(1)
Effective November 30, 1982 Page 2 of 7
PART A - GENERAL
1. Ea tine t ad total coat of project •$50, 000. 00 Deno rib. all water treatment RO Unit
2. Existing plant capacity (MGD) * 0 Plant capacity increase (MGD) *n n i5
3. Previous DER permit number(s), if any, WC 64 2001
4. Present population of area served 360 Per capita consumption 40GP('D
5. Design population (additional served by this project) 0 *j 4 6. Total ERC's* served 6 Total ERC's approved ROS,(PrpcpnF Pprmi*)
Additional ERC's n [ERC (Equivalent Residential Connection) m 3.5 persona)
7. Give any industrial users of abnormal demands No'.
8. Current system water demand, in MGD (from plant operation report)
Average day 0.014 Maximum day 0.021 Maximum hour (GPM) 14.4 GPM
Additional water demand, MGD: Avg, day 0 Max. day n Max. Hr. (GPM) r _
9. Is plant designed for 24-hour operation or what portion? 74 Hr. CapahiIJ f-y
10. Give characteristics of raw water (attach chemical analysis) Existing Wells
11. Give source proposed water (deep well, shallow well, spring, surface) Existing Wells
12. Sewage disposal N.A.
(Name and Addreea of sewerage utility)
13. finished eater storage: Elevated al j1 Ground 7Frnnn r ltnna
Existing Capacity 76_000 Gal__ Capacity Increase 0
;�, 0. 37 high
14. Exiatin ace pump capacity (MGD) Additional service pump cap. (MGD) 0.2
(on order)
_15. Static heed in relation to pumping plant 17n TDH
16. Well permit from water management district? Yea X Permit No. 701813 WW64-1048
-0 06
No _ Explain
PART B - DISTRIBUTION SYSTEM N.A.
1. interconnection with other system
2. Minimum size pipe Maximum size pipe Minimum system pressure
Maximum system pressure
3. Is fire control provided in design?
4. Describe dead-end conditions and necessity for flushing including number of such
conditions and flushing schedule
*Ex. 0.08 MGD Non -Productive -
DER form 17-i.z08(1) 0.035 MGD at 190 mg/l
Effective November 30, 1982 Peg. 3 of 7 Equiv. To 0.043 MGD at 500mg/1
with Blending.
5. Describe cross -connection control program
b. Describe corrosion control program as necessary
7. Niter demand for additional connections (MGD)
a. Number of each type of additional connections (residential, commercial, agricultural,
industrial) to be served
PART C - WELL SUPPLY
E.l.ting Rolla
Well Identification
Size of Casino,
Depth of Casing
Depth of Well
019,
220'
220'
Pump (type)
7.5H.P.
VT
5H.P.
quhm
Pump Caoacit GPM
100
80
in service 142TDH 150TDH ** Propose to Change To
w n
Proposed Wells 5 H.P. Subm.-150 TDH-MOGPM
fication
in
or
ein
=W.11
llt
GPM)
Type of well construction
Casing material Aquifer
Give all geological data, including log of teat wells ar wells in vicinity.
Describe possible source, of contamination (particularly those within 100• of well).
PART D - SURFACE SUPPLIES N.A.
1. Name of stream, lake, or pond
2. Show by attached map watershed, towns or communities above intake, industrial plants, '
and in immediate vicinity, farm house, picnic ground, abattoir. and other source. of
pollution, with distance from intake. Locate intake on map.
DER form 17-1.208(1)
Effective November 30, 1982 Page 4 of 7
3. Size of watershed in square miles
Est. Min. dry -weather flow intake
4. Basis of min. dry -weather flow aetima
5.
E.istinq Be. Meter Pumps
Pro ee ad Raw Meter Pum a
t
n Need
E
r a Head
PART E - TREATMENT PLANT
1. Type of treatment:
a) Pumping and disinfection b) Conventional floe and settling
e) Upflow d) Oeminerelizatian (type) RO e) Other
2. Design details:
a) Emergency intake_ bypass of raw water None without rhTnrinatinn
b) Aeration: type Pnrnprl nraftmax. design rate 129gpil— detention --
orifices B Nozzlesnumber of trays N.A. lass of head
c) Service pumps: existing (no. & cap.)__4Z,T0 gg M (56 GPM)
proposed (nc. A cap.) None
d) Disinfection: type disinfectant T.._..;a C'hlorine go3ntion
type, make, capacity and number of feeders Di wrh ra gror Mmn_.._Matin� 0-30GPD,2
a) Auxiliary power Diesel Generator
f) Metering device and location FLOW M at Hydrfpnpnmatir Tanlr
g) Mixing chamber (conventional): type m a
dimensions capacity detention
velocity (at maximum design rate) Allowable head: total
per baffle Mechanical agitator: size blade
motor peripheral speed bypass
drainage
h) Coagulating basins (conventional): N.A.
DER Form 17-1.208(l).
Effective November 30, 1982 Page 5 of 7
capacity detention time at maximum plant capacity
velocity Capacity OF each compartment
Distribution flow: inlet device. outlet devices
i) Suspended solid. contact units (upflo.) NA
Process
Softening
Diameter
capacity
U flow rate
Detention Period
Overflow Rat -
Clarification
R a.arks:
J) Chemical dosing devices (other type disinfecting): PH and conductivity Controls.
Number of machines and type feeding: Alu• Lies
coagulant aid (Name) Activated Carbon
rec.rbonation
number and size of solution tanks
points of application
size and kind of piping
k) Filter unit.:
type, material, number units Part of RO Unit-(10 Micron) _
areas, dimensions, capacity of each unit and For total plant
wash troughs, number and shape
dimensions and distance above sand (top trough and top send
spacing (center to center)
max. travel suspended particles
filtering material: gravel (depth 8 size)
$and or other media (specify)
depth of bed mean effective size (in ma.)
uniformity coefficient
filter bottom: typo
retie total area of perforations to and area
DER Fora 17-1.208(1)
Effective November 70, 1982 Page 6 of 7
laterals: size and spacing on manifold
perforations: size and spacing on laterals
an manifold
ratio: total area perforations to total cross -sectional are. of lateral.
manifold size and eroas-sectional area
backwash pump($): type and design rate
depth water on sand: maximum minimum average
wash tank capacity
* Appurtenances: lass of head gauges rate of flow gauges
rate controllers
Clear well: location capacity dimensions
1) Laboratory: room and bench space (areas) 10' x 12' Existing
scope of testa provided for To meet State requirements
m) Bypass to plant emergency intake
n) List type and capacities of emergency well and service pumping units
o) attach ache.. tic diagram, plans and specifications showing pump (a pipe sizes,
valves, etc.
* All gauges, flow indicators, etc., on RO Unit
DER For. 17-1.20B(1)
Effgctive November 30, 1982 Page 7 of 7
STATE OF FLORIDA 4'R 3 0 198
/ KL-
DEPARTMENT of ENVIRONMENTAL REGULATION
Sanitary Survey Report
Plant
Name Sours/ WATIWR2. T FAR:C County ✓ z_as'4 PWS ID .3b �f/2Lz
Plant Plant
Address 463V Y6t ,, sr. C<6R AWlr Zip Code 31o3a Phone (few) 3RS-3931
Owner sa.. rw wnrrRna.vr Owner
Nairn Uewnro /JE{.,ra✓_ Pdtr'S _ Sa A"A ( IARK RomRw•KrKr wraoc)Phone �c4)9✓r"39S/
Owner
Address #634 mcG a Sr roorw.On< / fL Zip Code 3 i-3Z
Date of this Date of last Person J.K. Go 96N o/R; Now ARO N6✓a*N ?Res
inspection /2-23-8L inspection r-/-Ro contacted A/.✓A 32 ,7.rNPH0 ✓ir /w,. L✓an*r TRar,
Certified operators
and cert. nos. JAAIGr K. Ao Dee i C.O.G-3086 (/&Wa6 <o NOV. /9B5)
served Ca6¢,MTOsf//rR,f&lconnections l$ metered /eon capacity SmD ✓f 4
Design storage . Average Maximum Maximum
capacity '30, o o 6,44 output , o / q m Go hour 30 r e4 day 06 r A4A y .1, ,986
Approval no. Type meter
and date 8J*/7oy 23 o r /973 and capy //f.O.S/E/ /nib0
Service area characteristics:(check all that apply) v COMMUNITY/ NON -COMMUNITY
Airport
area Subdivision
Bathing area
_Institution
Interstate Carrier
_Recreation
v Trailer Park
Campground
_Residential
area
Visitor Center
Town
_Lodge
Marina
_Rest
Restaurant
Other
_Company
Indian Reservation
School
Emergency
_Motel
Emergency
Goeyttf
Water Source
Power Source
(GAS o,Vycd)
Type of
Capacity
Standby
of Standby
Sources of
Raw Water:
Treatment in use at
Aeration
Chlorination
Chlor.-pre.
1. Chlor.-post
_Coagulation
What, if any, addit
treatment is needs
For the control of
what deficiencies?
Ground*
How many
Wells? /
this plant: (check
_E. D.
hi -rate
Surface*-
Identify
Source:
all that apply)
Iron Removal
_Lime Softening
Recarbonation
_
y Reverse Osmosis
Purchased'**
Identify supply
System:
ill adjustment
T & 0 control
Settling
Zeolite Soft.
-use page 2 (Ground) . '�` °'•" t-r - +a'"'r- e ��,,. -�'�'r a .n t
--Use page 2 (Surface). •2�+R+ .o-. y/+vp—* • �•�^� � �'!Zo..
***Page 2 not required. 0 // .
{.'J..... a ..i .:.yy. :.. v...
Sanitary Survey (Groundwater)
Page Two
PWS ID• JG 412ri
Well Number-
/
ear Drilled
1972
Depth Drilled
1251
Length, out-
side casing
/01?
Diameter, out-
side casing
Material, out-
side casing
Srrry.
Depth to static
water level
44C.
ormal suction
lift (wkn . level)
Normal yield,
GPM
Test yield,
GPM
Type of
rout
Drilling
method
Type of
strainer
Depth to top
of strainer
Protection from
surface water?
YFS
Is inundation of
well ossible?
Me
Salt intrusion
noted inpast?
Ys3
Has the well ever
been contaminated?
Wo
Pump manufacturer's
�F,
name
DI&W4
Model
0r
number
�xA
CaR acit 6n
30
heck valve
resent in line?
yes
Date of last
servicing
intenance
schedule (da mo.)
re �
COMMENTS (condition):
•aftA,.h xAAitinnal nnnics of this page as needed.
Sanitary Survey
Page Three
PWS ID: JfN/zzs
PLANT EQUIPMENT - CHLORINATOR
Make of (AEA• Tcal.
Capacity,
chlorinator
lb./24 hr &U 6r1D
Dual
Backup machine
Gas or S.'..
Chlorine sF N
system?
Operative
hypo used ujCo
feed rate br•J
Evidence
Reserve
Condition of
Automatic
of leaks
supply
equipment
switchover
Air -pack or
Ammonia smells
More capacity
respirator adequate
fresh
needed
Residual at
Residual at -
Comments on
plant
remote tap
chlorination aws >i;,
E.f, iN nnandv It,
a
AERATOR
Type of Aroe '10, "
Tray area or
Condition of
aerator "`'kO""�•-
weir length
screens WC0 RCAat
Bloodworms
Condition of
Adequate for Fe,
present
aerator
H2S control. 'y i
COAGULATION
Chemical used
Blanket
Flocculation
visible,
good or poor
LIME SOETENING�
Quicklime or
hydrated_
Any auxiliary
chemicals used
Nature and abun-
dance of floc
Is settling Excessiv
good carryov
Any filter Effluent
cementation stabili
Ix�14 F.FIT�i�I
Corrosion
noted
Split sample
agreement
STABILIZATION
Settling
good? Carryover
Name of Site and
Points of appli-
cation (in unit)
Appearance of
sludge blanket
Turbidity in Secondary precipi-
clearwell tation
Recarbonation Sludge recircula-
type, tion used
Chemical
Strength �
used
if acid
Gelling
Feeder make
or plugging
and model_
Sufficient
Feeder
analyses
condition
Is dilution
used (acid)
Stability index Is pH control Chemical(s)
of effluent practiced used
DER Form PERM 13-24 (Aug. 80)
Sanitary Survey
Page Four PWS ID: .3L''�izt Z.
FILTERS 6 FILTRATION
Type of
filters
Size and
Length of
number
filter runs
Can you see
Is it clean
Are mudballs
Is there air -
filter media
after backwash_
visible
binding
What is the normal
What is the usual
filter rate
backwash rate
Capacity of
Are filters
filters
overloaded
Loss in head ga.
At what head loss
Cracks and
present
is BW done
Channelling
Has cementation
Where in relation to
ever occurred
filtration is stabilization done
If high rate, what is
Range of turbidity
turbidity at interface
in effluent
Can you observe
Distance from top of
algae in filters
media to trough overflow
REVERSE OSMOSIS
Make and type JSoco GPO ./1y4✓anR,.ric
Pressure
of units l/r Prr 3enes
/,,Co glad for /k/..,., Frb.Jequired
Auxiliary chemicals
Proportion of waste
used MaN ASH A,XA,ge Srn ..o. c -jru<
to product stream
Quality of 'Tes 11 ✓ IRoa
GboJn (Rew) 5V5.{ry/'
effluent Tat Pore
r (,o �05s) Ga.2..
Stabilization
Booster4.,v 14w4ao.TYP46
of pre-
Type of
pump P>m ' mrn 33?3
treatment
membranes
Z$9LITE SOFTENING
Unit mfg.
s model
Resin capy__
Disinfection
Grade -of -salt- Stability
of
Resin prevented
of beds
for regen.
effluent—__
fm escaping_
R RRfRlflfflf ttRRR if Rtf 11 t1f 1f 1ffRttfff1f1R11RhRifllittff Rlf lttlR Rf 111ff 11f1111Ri Rf
In the space below, give a rough sketch of the flow diagram of the plant, showing
all important parts of the plant (not to scale):
DER Form PERM 13-24 (Aug. 80)
Sanitary Survey
Page Five PWS ID:
HIGH SERVICE wcI, P.i Ps 4.s. P,.e.
Pump No.
L
3
N
Manufacturer
name
E.ou. D
( u-I>
Cwa,o
GoH D
Pump type 6
motor HP
J sip
7 dP
13 FI.P
Model
number
X5433
XSµ yj
Ba SG
36S4
Date
Installed
a acit
So GPM
Go opn
Maintenance
schedule
Date last
serviced
Comments:
xxxx xx�xxxxxxxx xxxxxxexxxx xxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxx�xxxxxxxxxxxxxxxx•xxx•
smnrarr ParTr.TmTrc. r..i ,,.......r. r : : �..�.,�.....,ii
G.S.
G.f.
Tank No.
)
L
a
Capacity
3o a .
/o cep
S. P
Material
Srea1-
Sr ff_
.Sne
Gravity drain
capacityrvs
Bypass
capacity
Covered/screened
openings
4.f,
0R_
Date of last
Fw° .
cleaning
Pressure
gauge
YES
Sight
lass
yes
On/Off
30
pressure
vu
Hgt. to bottom
of el. tank
Hgt to max.
water level
Comments:
DER Form PERM 13-24 (Aug. 80)
Sanitary Survey
Page Six PWS ID: J641222.
DISTRIBUTION SYSTEM
Material of
System
.R
mains- P✓e
looped No
Operation
Max. pipe
Min. pipe
No. of
pressure 30 •Luvai.
diam.
^
diam. i
dead ends
I/
How often
No. of fire
Known cross -connections
flushed 060.1y
hydrants Wwc
with private
supplies Noun
Blowoff lines
Routine cross -connection
below grade lyo✓x
control program _
It Of<pySE W CA.A .S E.SYaa "R W,r OC w.Anb.
PLANT LABORATORY CAPABILITY
_!�pH
✓Chlorine: type
a71>10Color
Bacteriological
Chlorides
_Iron
_Turbidity _Alkalinity
Jar tests
_Hardness
Fluorides
Radiological
_Stability
Marble tests
Organics
_Complete
2
mr/\1
TQ 5 (rsarw
_Inorganics
J
Person in charge of laboratory, and credentials:
COMPLIANCE MONITORING System is in full compliance with which requirements?
Check. Inorganic Organic
_Bacteriological Turbidity chemical _ chemical THM
Padiological ✓Secondaries _Other:
9. 95
P RI m, iN 02F C/E2-04E, T4KG «"IRUS. RAOrn. c,FEWC
Violations of sampling requirements: v<c �S D"f
aM rtct- Vu antrt.CS 541im•A 3,
Violations of maximum contaminant levels:
The following deficiencies are noted, with recommended corrective action: (if
none, write "none" in this space).
DEFICIENCY REGULATION RECOMMENDED
PERTAINING ACTION
T)
Inspector's
by, Date:
Dxstr9lt
Manag r tsignature)
DER Form PERM 13-24 (Aug. 80)
-Sanitary Survey
Page Seven.
PWS XD: 3GNizzz
DEFICIENCY REGULATION RECOMME_'.D=
PERTAINING AUIC3:
u
G- l icne,✓ -6. " ,10500) .da-a
a
- ^ r
o'f !r /M. i
a----�
men. 4
/o&
/1)
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
4
CENTRAL FLORIDA DISTRICT _ A WE MARiINEZ
"II MAGUIRE BOULEVARD �
SUE t]3 i DALE TNACNtMANN
T
ANOO, FLORIDAFIORIOA 901]16]
ALE% AAL AND
DISTfit! CF iLDE-NN i? AAN. n
June 27, 1988
South Waterfront Park Homeowner's Association OCF-MW-88-0406
4634 Nellie Street
Edgewater, FL 32032
Attn: Grant W. Bernstrom
Volusia County-MW
South Waterfront Park
Well #3
Dear Mr. Bernstrom:
This will acknowledge receipt of your letter and attached
satisfactory bacteriological teat results for the referenced
water supply well. We have no objections
well. to utilizing this
Sincerelyo,
Carlos Rivero deAguilar, P.E.
District Engineer
CRA:fhp
cc: Volusia County Health Department
Ron H. Wilson, P.E.
Bob Ansag, DER Enforcement
Protecting Florida and Your Quoliry of Life
n`
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
d�+4
.-
CENTRAL FLORIDA DISTRICT d
p19 MAGUIRE BOULEVARD y
SUITE 232 g}�2g2 q '' l '
ORNDO. FLORIDA 32g
jFAR OF IL09�
April 6, 1988
Ron H. Wilson, P.E. A
2625 West State Road 434
Longwood, FL 32779
Volusia County-MW
South Waterfront Park
Well 03
Dear Mr. Wilson:
Me MaARTTIINEZ
OA
DALE TVIACSNIMANN
C11—
ALE%AALE ANDER
Ben
OCF-MW-88-0238
This will acknowledge receipt of your March 7th application for acceptance of the
referenced water supply well.
In accordance with Rule 17-22.108 of the Florida Administrative Codewe still need
the following (numbered in accordance with previous correspondence): ,
03. A check valve is required above grade at the well head. Please certify that
Such has been installed on your certifie recor swing..
95. Does the schedule 40 pipe material for the raw water line bear the NSF logo
for potable water use?
56. The chemical test results reported "non-detectability^ of chloride with a
IDS of 1,000 mg/1 and excessive turbidity. Chloride and satisfactory
turbidity rechecks are needed.
Pursuant to Section 120.60, Florida Statutes, the department may deny a permit
application if the applicant, after receiving timely notice, fails to correct errors
omissions, or supply additional information within a reasonable period of time.
Upon receipt of the requested information, review of this project will continue.
Sincerely,
Carlos Rivero deAguilar,'�P.E.
District Engineer
CRA::ffip
cc: Volusia County Health Department
Grant W. Bernstrom
Bob Ansag, DER Enforcement
Protecting Florida and Your Quality of Life
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
� EMAFONM1Irp,
BOB MARTI NEZ
OR
CENTRAL FLORIDA DISTRICT j - DALE TwACRTMANN
3311 MAGUIRE BOULEVARD 6 SECREA-
SUITEi30 F ALEX ALEXANDER
ORtAN00. FLORIDA 46033I87 51mO u,N WEn
CERTIFIED 'r+rr or noa•�
P-427-940-736
March 24, 1987
Mr. Jake Ward WARNING NOTICE
4634 Nellie Street 5PW-87-0092
Edgewater, Florida 32032
Volusia County - PW
South Waterfront Park
Dear Mr. Ward:
Under Chapter 403, Florida Statutes, the Department of Environmental
Regulation was delegated the power and duty to control and prohibit
pollution of air and water in accordance with the law, rules and
regulations promulgated by the department.
You are hereby placed on notice that the department has reason to
believe that you are presently operating in violation of Section
403,859, Florida Statutes and department rules and regulations, as
noted on the attached sheet(s).
Section 403.860(1) and Section 403.860(2) provides that whoever
commits a violation of that section shall be liable to the state for
any damage caused and for civil penalties of up to $5,000 per day
during which the violation occurs.
Accordingly, you are hereby advised to respond to the specific
violations within fourteen (14) days from receipt hereof.
You should direct your response and any questions concerning this
Warning Notice to R. Ansag or W. E. Darling, Enforcement Section, at
305/894-7555 or at the above address.
4 'D
AA gg:wed:�ram
cc: Volusia County Health Department
Steve Medina, Office of Gepe ral
Carlos Rivero deAguilar ✓
Sincerely,
A.A. A�er, P.E.
District Manager
Counsel - Tallahassee
Protecting Florida and Your Quality of Life
WARNING NOTICE
OWN-87-0092
March 4, 1987
Rules Violated:
Rule 17-22.105(1)(b), Florida Administrative Code - Sampling and
analyses for the primary organic have not been completed.
Rule 17-22.105(1)(c)l., Florida Administrative Code - Sampling and
analyses for primary contaminant of turbidity have not
been completed.
Rule 17-22.105(1)(d)l., Florida Administrative Code - Sampling and
analyses for bacteriological analyses are not being
conducted.
Rule 17-22.105(1)(e)l.a.(iii), Florida Administrative Code - Sampling
and analyses for radionuclides have not been repeated at
least once every four year.
Rule 17-22.105(3)(b), Florida Administrative Code - Sampling
and analyses for the special monitoring requirement
parameter of corrosivity has not been completed.
Rule 17-22.105(g)l.(h), Florida Administrative Code - Analyses for
Volatile Organic Contaminants (VOC's) and Synthetic Organic
Contaminants (SOC's).
Remarks (e.g., explanatory statement:
According to the Department's record, your community water system is
not being properly operated and maintained. The specific deficien-
cies attributing to the violations are summarized as follows:
1. Repeat sampling and analyses for the primary organic
chemical contaminants at the three-year interval, is past due.
2. Microbiological monitoring had not been performed on a
monthly basis, as required. No bacteriologicals submitted for the
months of March and July of 1986 and January of 1987. Need to submit
recheck for the months of July and November of 1986.
3. Sapling and analyses for the primary contaminant
parameters of turbidity have not been repeated at three-year
intervals.
4. Sampling and testing for the special monitoring
requirement parameter of corrosivity is past due.
5. Sampling and testing for radionuclides is past due.
As such, you are operating the drinking water system in violation of
Chapter 403, Florida statutes, and Florida Administrative Code
Chapter 17-22.
You are requested to contact this office as the cover letter directs,
to schedule a meeting pursuant to resolving these violations.
FE9 1 1981
SAlf JOHNS
RIVER 0I31R18L
Tnlr Ww Fm Uw Sv Ayyrwing ONvin
y 9181i71ly
. I
STATE OF FLORIDA (ON
CF/(, at
DEPARTMENT OF ENVIRONMENTAL REGUL%�y�, � n�'
APPLICATION FOR PERMIT TO CONSTRUCT/ALTER
DRINKING:VATERt NT SYSTEM
APPROVED at
IVC64 2052 ,p
WATER PLANT
4 _{
a c:ts AFR 61961
er:
'` r
-- _ TSB SIB For W 9, AnOrwl" OYnl.t
PNntil No. . _.
Dan . .).-.,t.to
To: THE DEPARTMENT OF ENVIRONMENTAL REGULATION Data February 2 1981
The Terra Mar Village (Formers Ri�>• Pa.4\
❑nrn ram sr .wr mwbe wan«n.n, ,.., munNMeury. cerpp.mm� or ineroieurn
whom address is R. R. 2, No. 1 Park Boulevard, Edgewater, Florida 32032
IB,.«mated NumMd Iptyl -
authorized by law to act for the mid Same -
Iln«rt alry,,.wn or .orpennenl
and to eagnd its funds for water supply and treatment works, herewith submit for consideration the plant and specifications
and other necessary data flncluding DER Form PERM 13-2A) prepared by
Govind M Chaudhari
IEndnw.r rivers
of PUSt Office Box 1001 Orange City, Florida 32763
I.,hurlZI
who Is hereby authorized to represent the applicant in the engineering futures including supervision of construction and sporo-
plats artifiation as to compliance with the approved plans and specifications of the project for the Installation of
modification
ICI«nv deeol away., have pb.a mwalwti....... mlonl
to serve Same loured at Same
19ubdlffwn, Plant,wneq, dNol I1-w.nonl
In/nor the city of Oak H_11 In the county of - Volusia -,Sum
of Florida, as required by the regulations of the Department and herewith make application to the Department for the approval
of this project.
Thom plans, specifications and related documents will be approved and accepted by Terra Mar Village
when may have racslved the approval of the Department. la..m, poan.li. Dirwe.e, EN
Upon construction, mew facilities will be owned by Terra Mar Village and will be
operand and maintained by Terra Mar Village whom address Is
(City f«cM, coat. at ml„ty, .... or own.rl `
R. R. 2,No. 1 Park Boulevard, Edgewater Florida 32032
Iso«t and Numewl ICitr or Trawl
This appllcotlon is made under and in full aaad with the provisions of Chapter 403, the Florida Safe Drinking Water Act. Sections
403.850..884, Florida Statutes. THE APPLICANTS AGREE THAT NO CHANGES IN OR DEVIATION FROM THE PLANS
AND SPECIFICATIONS APPROVED BY THE DEPARTMENT WILL BE MADE EXCEPT WITH THE CONSENT AND APPROV.
AL OF THE DEPARTMENT. FURTHER, THE APPLICANTS AGREE TO THE SPECIFIC REOUIREMENTS RELATIVE TO
OPERATION AND. OPERATIONAL FUNDS THAT -ARE MADE A PART OF THIS APPLICATION, (See Proviso No. 2, Paga4).
Is this application associated with or part of a Dfivelopnenticf Regional Impact (DRI) pursuant to Chapter 380. Florida Suwu4
and Chapter 22F.2, Florida Administrative Coda? ! _ yes Xx_ No
REMARKS:
Preparation of engineering documents certified by:
. : 7 i Slen.ar.: MPg«, elfilrman.r Pro".., .
�r, '- Frank J. �Uddo, Managing Partner
/�. o-cr..?.r� N1,—wt.w�ftahy• . Travel nerve and Tide of aeev
atwWr.: sawMw, ordere0 u,Idw dative efasut« r't
� 'Slwawn: city Care, a." a«ramty. an.
Govind M. Chaudhari 23428 Treed Nerve am Tide of Above
Treed Name am Fa. attenuation No.
Slaral Aunt for Utility waalrina wtlw If different
AFFIX Trend Name and Tine: Agent for unity Warring wew
ENGINEER'S
SEAL caalwMvn: Am., Iw oaaredan and M.Intan.Me If Cifforam
Dan rover ream sea to«. Tes raw 2 as rrw Nwn. ova Twer Awt fen oaerston we NYMmnar,a.
INFORMATION REGARDING PROPOSED PUBLIC WATER WORKS
Submit comprehensive engineering report with all plans and specifications, and complete such portions of this form ea rehte to
the treatment plant. (Use supplemental sheets if necessary.)
Name of Water System Supplying Water Terre Mar Village
Previous approval Permit Numbers)
Est. Cost this Project: Supply $ —_ Treatment 6 Distribution S
EXISTING SUPPLY AND TREATMENT FACILITIES: - Total S
Supply 0.0864 MOO, Treatment 0.0432 MGD
Storage: Ground 40,000.. gal. Elev. N/A gal: Pressure Tank 10,000 gal
Service Pumping Two (2). each 60 GPM _gpm
Capacity of emergency pumping units: Well gpm, service gpm
Utility is Capable of Supplying 360 Equivalent Residential Connections. (based on 120 GPD/corm, )
Max. Daily output 0, 0102 MG. 2 02 81 - Equivalent Residential Connections . 85
(based on 120 GPD/connection)
PROPOSED IMPROVEMENT OR DISTRIBUTION EXTENSION Plant increase MOO
Supply: Pressure Tank
Plant: Aerator Gnd. Storage Elva Storage
Chlorinator Gas Chlorinator - 15 PPD Service pumping gpm
Aux. Power for
Present Population (municipality, institution, etc.) 170
Additional Population Isomed by this project) 152 Equivalent to _76 residential wrvicat.
Estimated population to be connected: 5 years 300 10 years 378 20 years
Protons per capito consumption 60 GPD Per "pit, estimated future 60 GPD
Give any industrial users or abnormal demands N/A
Interconnection with other system cross connections
Min. sin pipe 2" Residual pnesw a at peak load 25 PSI Is fire control provided? No
Describe dead-end conditions and necessity for flushing. Loop- eye tem
List lengths of raw pipe lines 6" and larger
Remarks Existing system has been approved for 102 connep tions
OCR ae,m Pe Mrs u.a (taw. 771 sees; 3 of
PROVISOS
The plans for the proposed improvements Cited In the foregoing application off hereby approved under authority of Chapter ,
403, the Florida Safe Drinking Want Act, Sections 403.860•.884, Florida Suitable with the following pro.isione
I. Construction of this project must be commenced within one year from the date of this application; otherwise plans and
specifications must be mubmitted for approval by this Department. The engineer of record in this application is responsible
for wpervilion of the construction of this project and upon completion Mall inspect for Complete conformity to the plans and
specifications as approved. A report of such inspection in writing and signed by the engineer shall be rendered to the interested
County Health Department and to the Department of Environmental Regulation.
2. This approval is given with the understanding that upon the Installation of such works, its operation, shall be placed under
the care of a competent person, whose qualifications are approved by the Department and the operation shall be carried out accord.
ing to ban seoepted practice and in accordance with the requirements of the ruin and regulations of the Department. This includes
not only the provision of continuing essential funds for operation and maintenance of chemical supplies for plant operation: But
also the funds for maintenance equipment and supplying the needs of a suitable water plant laboratory whilst is required for proper
operation of this water treatment facility.
3. Weer wooly facilities including main, shall be installed, cloned, disinfected, and bacteriologically cleared for service, In aaor•
dame with the latest applicable AWWA Standards and Department rules and regulations.
4. Wbere water and sewer main, cross with tau than 18" Vertical clearance, the Muter will be 20' of either cast Iron pipe o, ran -
crate amend vitrified cry pipe, centered on the point of Craning. When a want main parallels a rower, main, a separation of _
at fast 10',hould be maintained where practical. -
The official copies of Plant and specifications accompanying this application have been seated and stamped with the permir
number as Indio.:i ..a. plans and specifications are included In this approval and any erasures, seldit.ow
lions aftectim u, puolic stealth protective valve of she proposed improvarrente will mare
null anu'+n' ..
District Manager
By:
Danirmef BD::., . - .. 1.I1
r,.. SIAIF OF FLUHIUA /a\�
DEPARTME1, f Of ENVIRONMENT
111111
p�T/
CENTRAL FLORIDA ISTRhCT A
w-^
D a MAGUIRE BOULEVARD UG 23 198$�
SURE 232
"p Gxb. FLORIDA ss803a711 1 own, e
CENTRAL FLORIDA •%«!w'
DISTRICT
APPLICATION TO CONSTRUCT/OPERATE DOMESTIC
WASTEWATER TREATMENT AND DISPOSAL SYSTEMS '
PART I - GENERAL
SUBPART As Direction.
TION
tl0e w ^R+'rvEp
DUE Iwa<n+ .mN
ALEX UE+nbO(EA
2 O
�A, O .
(1) All applicable items must be completed in full in order to avoid delay In pro-
cessing of tnis application. Where attached Sheets (or other technical docu-
mentation) are utilized in lieu of the blank space provided, indicate appropri-
ete cross-reference in the apace and provide copies to the department in accor-
oence with (4) below. Note that if part(s) of this app I is at ion no not apply
(e.g., PART Y), those part(s) of the far. need not be e.ec Uted.
(2) 1he app l is so i lit of requirements to new facilities, es is t ing facilities, and
modifications of existing facilities is described in Florida Administrative
Code Rule 17-6. Some requirements are applicable to new facilities; some
requirements are applicable to modified or existing facilities as determined by
the department an a case -by -case basis. Where certain Items do not appear
applicable to the project, indicate N/A in the appropriate spaces.
(3) All information Is to be typed or printed in ink.
(4) Four (4) copies of this application (with supporting information) and a check
far the application fee, in accordance with Florida Administrative Code Rule
17-4. 05, made payable to the State of Florida, Department of Environmental
Regulation, will be submitted with this application when sent to the appropri-
ate district office or approved local program.
(5) For project. involving construction, this application is to be accompanied by
two sets of engineering drawings, .pecificat ions and design data am prepared by
a Professional Engineer registered in Florida, where requiretl by Chapter 471,
Florida Statute.. An engineering report (two copies) is also required to be
submitted in support ofthis application pursuant to Florida Administrative
Code Rule 17-6, 150(1). For projects of limited scope (as determined by the
Department), information contained in the application may suffice as the engi-
neering report.
(6) Attach B 1/2w A IT- USCS site location map.
SUBPART III Application Tyr. (mark one only)
( ] Construction [X] Operation ( ] le.por.ry Operation
Applicant: Name Ray Ayers Title President
Address R R 7 Nol Park Rrx,1Pv r,R
City Edgewater, Florida Zip 32032_
Telephone Number (904) 345-3662
DER form 17-1.205(1)
Effective May 12, 1906 Page 1 of 31
SUBPART C:
General Project Description
.
(1)
Project Name: Terra Mar Village, IXII
"
Location: County Volusia City Oak Hill
U.S. Highway 1
street
Treatment Plant: Latitude 19 s 54, 48,•N Luegitude 80- 51- 44--p
-
Section lewnsnip Range
(2)
General project description, reason needed, and relationship to existing facil-
ities:
The purpose of this application is to obtain an operation permit
.,
for the existing 0,100 WD contact stabilization plant with a pond.
'
(5)
For construction permit applications: N/A
'
Start of construction (date):
`
Completion of project construction (date):
(4)
Itemize the construction coats for pollution control facilities. Information
`
on actual coats shall be furnished with an application for operation permit.
N/A
(5)
For this project indicate any previous DER permits; iasue and expiration date.;
order; and notices.
_
DC64-72471 issued 9/14/93 f) 61s 91118FI
(6)
Indicate the relationship between this project and area regional planning for
-
sewage treatment. List atop. to be taken for this sewage treatment plant to
-
become part of an area wide waste management system.
No regional planning in this area. xx
(7) Indicate CPA-NPDES permit, effective data and expiration date: N/A
Permit No, FL:
Issue net. Expiration Date
DEN Form 17-1.205(1)
Effective Nay 12, 1986 Page 2 of 31
O
PART II - PROJECT DOCUMENTATION
TREATMENT PLANTS
SUBPART A, General
(1) Project statue: [ ) New [iV Existing ( ) Modification (specify)
(2) Pr e a ant population of area to be served: N/A
(i) Pree ent approved capacity of .mating plant: 0.100
a. Population served by existing plant: 418
b. Indicate the following:
Total Average
Number and Type of Unit Population Per Cap:la Flow Daily Flow (CPD)
single family no mea
ap or t men is
motel rooms
n- noblls homes 418 50 20,900
other
(describe)
C. Contribution from industrial sources: by flow
commercial Sources: S by flow
Describe the types or industrial and commercial sources.
d. Effluent disposal: ( ] Surface Water
( ] Combinstione
[ ] Other (describe)
( ] Wetlend Application
(4) Design capacity proposed: N/A
s. Design population to be served:
b. Indicate the following:
Number and Type of Unit Population
single family names
•part.ents
motel rooms
mobile homes
other
(describe)
MGD
[ ] Land Application
[ ] Injection Well
Total Average
Per Capita Flow Daily Flow (CPD)
DER Form 17-1.205(1)
Effective May 12,1986 Page 3 of 31
c. Contribution from industrial source.: by flo..
commercial sources: by fl...
D..crybe the types of industrial and commercial aourco::.
d. Effluent disposal: [ ] Surface Water [ ] Land Application
I ] Combination. [ ] Injection Well
[ ] Other (describe)
( ] Wetlands Appliation
A. Reliability el sae ificati.n as defined in Rule I7-6.040(4)(.):
(5) In those counties regulated by the Public Service Commission (PSC), attach copy
of the PSC Order and Certificate Number for each copy of the application.
• If the effluent disposal is A combination of methods, fill out all applicable parts of
application form.
a
OCR form I7-1.205(1)
Effective May 12, 1966 Pege 4 of 31
SUBPAR( RI Wastewater and Sludge Treatment
Information furnished for
co n a traction permit shall be based
on reasonable predic-
tion
and ao u nd engineering
practice. Actual data shall be submitted when applying
for
an operation permit.
(1)
flow charaeteristirs:
Average daily flow: 0.019
MGD
P,:.N Flaw: 0.0228
__Mca
Min l mum fin.: _0_. n 1 9
_ _MGD
(2) West ... ter characteristics:
Par... ter
Influent
pp.
Treatment Plant
Effluent
After Disinfection)
Facility'.
Design Removal
Capacity
lbs./da
Per Cent
Removal
m
Average
I lb./de
egD ($-day)
7
1.10
3002
Total Suspended Solid.
6
8.95
3002
Total Nitrogen (N)a
Total Kjeld.hl Nitrogen
KN) as N-
Nitrate Nitrogen a. N•
Total Phosphorus .. P-
Other:•
*Provide if effluent limitations more stringent then secondary treatment are required.
(j) identify the sequence of wastewater treatment unite and specify process design
information. Also, attach a flow diagram (including an 0 1/2" a 11" schematic)
and hydraulic profile for the system. Technical data for projects involving
innovative or alternative treatment processes shall ba oubmitted with this
application to provide assurance. of compliance with required limitations, in
accordance with Florida Administrative Code Rule 17-6.070.
Treatment Dimensions, Areas, Capacities Design Criteria
Unit and Other Descriptive Data (Basis of Design)
Existing 0.100 MGD contact stabilization plant with a pond.
DER Form 17-1.205(1)
Effective may 12, 1986 Page 5 of 31
(4) Are there periods when the treatment plant receives no in Flue. t? [ ] Yu
[X] No If yes, briefly dascr ibe length of period and conditions under which
they occur. ,.
(5) Disinfection
a. Disinfectant: Chlorine
b. Point(s) of application:
C. Level of disinfection: [XI Basic [ ] Intermediate
[ ] High ( ] Law
d. Dosage (spprepriate unite): 1- Mg/l
e. Average total chlorine residual in effluent for establishing compliance
with microbiological requirements (Where disinfectants other than chlorine
are utilized, supporting technical information shall address the effective-
ness, residual criteria, and public health aspects of the alternate fore):
0_5mg/l afterl5 minutes contact time a [ X ] maximum [ ] avg, daily flow
f. Harimum total chlorine residual (in the effluent) to ensure that applicable
water quality standard. will be net: 1.0 m9/1.
Will dechlorination be provided9 [ ] Yee [X I No
Will a mixing zone be requested? [ ] Yea [X I No
(6) Describe the nature and sequence of sludge (including sludge sidestream) treat-
ment processes prior to release of sludge for utilization or disposal.
Aerobic sludge digester
(7) Describe the volume and composition or sludge to be utilized or disposed as
well am the volume, characteristics and disposal of sidestream wastes.
Digested sludge disposed at an approved sanitary landfill.
(B) Method of sludge utilization or disposal, [ XI Sanitary landfill 100 5 '
[ ] Landspreading _ [ ] other _5 (specify) `
(9) Deecripe sludge utilization or disposal nitee (an reag a, ownership, previous
permits, 90119 )•
oEB form 17-1.205(l)
Effective May 17, 1986 page 6 of 31
c
SUBPART CI Other design considerations for treatment plant• to accords..• with Florida
Adml.:.trd :vs Coda R.I. 17-6.070.
(1) Dome r the feature• to control edverae effects rsea It tnq from ad or a, notes,
l ight tog and aerosol drift. (If any of these character lstics are not to be
controlled, e.pl.ln.) _
Nor: Masking agent will be nanually sippl(pel _
(2) Describe a.cesa-control features. Fencing
(7) Describe sampling points. INF: At lift station discharge to plant.
EFF: At entrance to C.C.C.
F. Coliform: At discharge to C,C.C. _
(a) Describe sethod(s) and location(9) of flow me a e u r amen t.
Time clocks on lift station pumps
(5) Describe design criteria and measures which minimize damage or interruption of
operation due to flooding (where required).
N/A
(6) Describe practice. to be followed to ensure adequate treatment and disinfection
during emergencies such as power loss and equipment failures causing shut down
of pollution abatement equipment.
Manual Chlorination will be provided for disinfection.
No flow to the plant in case of cower failure
DER fora 17-1.205(1)
Effective May 12, 1966 page 7 of 31
PART III - PROJECT DOCOMENIATION
EFFLUENT DISPOSAL -SURFACE WATER N/A
NOTE, IT you are completing Part V of this farm, Part III should be
completed with information regarding the effluent from the
treatment wetland to contigous motors.
SUBPART Ai General
(1) Project statue: [ ] New [ ] Esiating [ ] Modification (specify)
(2) Receiving meter
a. Memel
b, Type of receiving water: [ J Fresh [ J Salt or brackish
[ J Drainage Ditch ( 1 Landlocked Lake [ ] Tidal Estuary
[ ] Men -made Canal ( ] River ( ] Ocean or Gulf
[ ] Lake with Outlet ( ] Small Stream [ ] Other (specify)
C. Classificstlpn of receiving water in accordance with Florida Administrative
Coda R.I. 17-7:
d. Minimum 7-day 10 year low flow (if appropriate): MCD
a. High water elevation: MSL F. Low water elevation MSL
g. Degree of dilution provided under minimum flow conditions:
h. Dose the receiving water body meet all applicable water quality criteria
contained in Chapter 17-3, FAC. ( ] Yes ( ] No If not, identify
those criteria which are not being at and provide documentation.
DER form 17-1.205(t) Pe B o! Sl
Effective May 12, 1986 Page
;i
It. for open ocean water discharge. not providing basic disinfection, will the
a xing zone ba established pursuant to ( ] Florida Administrative Code
Rule 17-4.246 or ( ] Florid. Administrative Code Rule 17-6.oaam(f)7
Provide Supporting technical information discussing the determination of
disinfection levels required in order to maintain Close III bacteriological
standards at the edge of mixing zone.
(5) for open ocean water discharges where lee. stringent level. of treatment are
involved pursuant to Florida Administrative Code Rule 17-6.000(2)(f) provide
supporting technical information which affiraativzly demonstrate. that the
project complies with the criteria cont "had in that .action.
DER Fore 17-1.205(1)
Effective May 12, 1966 Page 13 of 31
PANT IV - PROJECT DOCUMENTATION
EFFLUENT DISPOSAL - LAND APPLICATION SYSTEMS
An engineering report la required to be submitted in support of applic etions for new
facilities. The requlr... nt for an engineering report for modifications of axis Ling
systems and for thee. existing facilities having pest violations of permit conditions or
water quality standards is a case-by_case determination by the department. Items to be
addressed in the engineering report are outlined in Florida Adminrstrat ivs Cade Rule
17-6.040(4)(q), "Lend Application of Domestic Wastewater in Florida", which is available
from the department. Of Special significance are the requirements for oohs and hydro.
geologic information in Chapter 7 of this lend application manual. for projects of
limited scope ( as determined by the department), information contained to the applica-
tion together with the beat available date referenced in the land application manual may
suffice as the engineering report.
SUBPART A: General
(1) Project description
a. Project statue: ( ] New [XI Existing [ ) Modification (specify)
b. Disposal System: [ ] Slow -rate [ ] Rapid -rate C ] Overland flow
[ ] Absorption field (X] PercolatlOA/evaparation pond
[ ] Combination (specify)
[ ] Other (specify)
C. Sewage treatment plant classification (Fla. Admin. Code Rule 17-6.030)
( ] Type I [XI Type 1I ( ] Type III
d. Location of application area: Sa
e. Nature of urea: [ ] Public-occees (describe)
(X] NgPe-p,b1 sec es. (deecrihe i,.. access is controlled)
I. Ownership Of land (if different from applicant). Attach copy of binding
agreement or explain why agreement ie not necessary.
Same
g. Ownership and use of abutting property.
Same
h. Describe general routine operation of the system (e.g.. rotation schedules,
crap harvesting, etc.).
N/A
OCR Farm 17-1.205(1)
Cffective May 12, 1981 Page 14 of 31
(2) P... pplicstion treat went levels
a. ROD: 7 mg/l b. ISS: 6 •g/l C. pN: 7.6 units
d. Disinfection level: [ ] high [ ] intermediate
[X) basic [ ] low
e. NO3 (for rapid -rate and absorption field systems): 10 wg/l as N MI
f. Other (e.g., parameters for systems referenced in Chapter 5 of Land Appli-
cation Manuel):
(3) Molding pond@ and alternative discharge systems N/A
•. Storage equivalent to day. flow provided
b. [ ) in -line (flow -through) pond system [ ] off-line (diversion) pond system
C. Pond sealing description:
d. Design depth: feet) freeboard provided: feet.
e. Describe location of and clia.tic condition. for emergency discharge.
(4) Describe provisions for surface runoff control.
(5) Buffer zones
a. 1000 feet minimum from edge of wetted area to shallow water supply
well, Class 1 waters, or Clams 11 waters approved or conditionally -approved
for shellfish harvesting
b. 500 feet minimum to other classes of surface waters
C. 500 feet minimum to developed areas
(6) For underdr.ined systems NSA
a. Design water table depth below land surface: inch.,
b. Defer ibe underdr in ch.recterist ice (depth below land eur face, Spacings,
drainage coefficient).
DEB Fore 17-1.205(1)
Effective May 17, 1906 Page 15 of 31
.71a
c. Complete applicable provisions of PART III, SUBPAR) a regarding surface.
water dispo.al.
(7) Describe general characteristic. of soils at e,[e (texture, permeability,
drainab ility, depth).
Sandy soils with good drainability
(B) Groundwater
a.
Mat12r table
levels generally range from a high
of to
feet to a lox
feet below average lend surface elevation,
of
b.
Direction
of unconfined groundwater flow at
.Its: %rthe St
C.
Number of
compliance monitoring well. (where
required):
2
d.
Number of
background monitoringwells (where
required):
N/A
e.
Describe
background groundwater quality with
respect to
criteria listed in
Florida Administrative Code Rule 17-3 (where
moo itocing
IS required).
N/A
SUBPART Br Slow-r.te Syet... N/A -
(1) Method of irrigation: [ ] sprinkler [ 1 drip [ ] other (specify)
(2) Area under irrigation: acres Lat. _"N Long. IF
(3) Total area (including buffer zones): acre.
(4) Land grade:
(5) Average hydraulic loading rate:. inch../week,
(6) Design application rate: inches/hour.
(7) Crop system (indicate if am.... 1):
(B) Application/distribution ayete. has a hydraulic capacity times
greater than the [ ] maximum [ ] average daily flow of the treatment plant.
SUBPART Cr R.pid-rat. Slat ems
(1) Number and latitude and longitude of percolation cells: 1
DER Form 17_1. 205(I)
tffectivu may 12. 1986 Page 16 of 31
12) Bott o. area of cells: 16250 f12 0.373acr..
(3) Design depth of water in cello: 4 FT
(4) Cell configuration (if rectangular): length feet; width feet
(5) Average hydraulic loading rate: _ 1.87 inches/day 1.17 GPD/It2
(6) Hydraulic application rate: 6.15 inches/day 2.46 CPO/ fit
(7) Hydraulic loading period: N/A days; resting period days
(a) Site characteristic. N/A ExiStin9 SystP
a. Average thickness of unconsolidated medium to confining tones: feet
U. Texture of unconsolidated medium:
c. Average vertical hydraulic conductivity (permeability coefficient) of
medium: inche./d.y GPO/ft2
d. Depth (below land surface) and vertical hydraulic conductivity (permeabil-
ity coefficient) of least permeable cone in medium: feet
inch../day GPD/ft2.
a. Average horizontal hydraulic conductivity (permeability coefficient) of
medium: inches/day GPD/ft2
f. Does groundwater contain concentrations of pollutants greater than the
limits Set for groundw.tere7 [ ] Yee ( ) No If yea, identify those pol-
lutants and their concentration.
(9) Conditions (e.g., storm return period, intensity and duration) under which
emergency discharge would be used:
10 Year — 24 Hour System
(10) Emergency overflow discharges to (describe in detail):
N/A
SUBPART Or Overland flow Systems and Underdrained Slo.-rate Systems with less Stringent
Pre.pplio.tion Treatment L...1. N/A
(1) Method of irrigation (e.g., sprinkler):
(2) Area under irrigation; acres Let. _ _ _"N Long.—.—,—,.,
(3) Total area (with buffer zone): acres
(4) Average hydraulic loading rate: Inches/week GPO/ft2
(5) Design application rate: inches/week GPD/ft2
(6) Hydraulic loading period: day.; resting period days
(7) Lens ..,face Slopes:
DER form 17-1.205(1)
Effective May 12, 1986 page 17 of 31
(8) Slope lengths (overland flow systems only): feet
(9) Vegetative system (indicate if seasonal):
(10) Describe features to control adverse effects resulting from odors.
(II) Characteristics of agu it and in unconsolidated medium at site (abstract from
more detailed support tng techn tcal information to be attached).
a. Average depth found below land surface: feet
b. Description of aguitard (composition, thickness, extent, continuity)'
C. Vertical hydraulic conductivity (permeability coefficient):
inches/day CPU/ft2
(12) Complete applicable provisions of PART III, SUBPART B regarding surface, water
d t.pue al.
SUBPART E: Absorption field Slat... N/A
(1) Number and latitude and longitude of absorption fields:
(2) Type: [ ] trench system [ ] bed system
O) Are. of field.: scree ft2
(4) Average hydraulic loading rate: inch../day CPD/ft2
( 5 ) hydraulic application rate: inches/day CPO/ ft2
(6) Hydraulic loading period. days; resting period day.
(7) Vegetative cover:
(8) Describe general operation of system and methods for ensuring non -clogging of
the system.
(9) Complete it.. (B), SUBPART C regarding rapid -rate systems.
UiR form 17-1.205(7)
Effective May 12, 1986 Page 10 of 31
PART NII - CERTIFICATIONS
CONSTRUCTION PERMIT APPLICATIONS N/A
A. Applicant
The undersigned applicant is fully were that the statements made in this applica-
tion for a construction permit are true, correct and complete to the best of his
knowledge and belief. The undersigned agrees to retain the design engineer, or an-
other professional engineer registered in Florida, to conduct on -site (fbservat ion of
construction, to prepare a certification of completion of construction, and to re-
view record drawings for adequacy as referenced in P.A.C. Rule 17-6.140(2)(b). Fur -
that, the undersigned agrees to provide an appropriate operation and maintenance
manual for the facilities pursuant to F.A.C. Rule 17-6.150(2) and to retain a pro-
fessional engineer registered in Florida to examine (or to prepare if desired) the
manual.
Data
Signature of the Applicant
Phone
Name and Title (Pleeee type)
B. Professional Engineer Registered in Florida (where required by Chapter 471-,F.S.)
This is to certify that the engineering features of this pollution control project
have been designed by me or by individual(s) under my direct supervision and found
to be in conformity with sound engineering principles, applicable to the treatment
and disposal of pollutants characterized in the permit application. There is rea-
sonable assurance, in my professional judgement, that the pollution control facilt-
tiee, when properly maintained and operated, will discharge an effluent that com-
plies with the limitations specified in this application.
Signature of Engineer Name (Please type) Florida Registration No.
(Affix Seal)
nme
Company Address
Date: Telephone No.
C. Professional Engineer Registered in Florida (where required by Chapter 471,., F.S.)
and if different from project design engineer in B.)
This is to acknowledge that this firm has been retained by the applicant to prepare
a certification of completion of construction and to review record drawings for ads-
quacy as referenced in F.A.C. Rule 17-6.140(2)(b).
Signature of Engineer Name (Plea.. type) Florida Registration No.
(Affix Seal)
Company Name
y snores.
Data: __ Telephone No.
DER Form 17-1.205(1)
Effective may 12, 1986 Page 29 of 31
OPERATION PERMIT APPLICATIONS
A. Applicant
The undersigned applicant is fully aware that the statements made in this applics-
tion for an operation permit are true, correct and complete to the beat of his
knowledge and belief. The undersigned agrees to operate and maintain the wastewater
facilities in such a manner as to comply with the provisions of Chapter 403, F.S.,
and all applicable rules of the the department. Further, he has provided an approp-
riate operation and maintenance manual which has been examined by a professional
engineer as certified below. He agrees to maintain_a Wjro OTT1Ceanual and attests
that such manual is available and located at Cld 992
and can be submitted upon request as part of the permit procedure. A copy of the
record drawings or other plans (as applicable) showing modifications of existing
facilities, as referenced in F.A.C. Rule 17-6.140(2)(b), is available at the same
location. He also understands that a permit, if granted by the department, will be
non -transferable and he will promptly notify the department upon sale or legal
transfer of the permitted facilities. In the event of abandonment or inactivation
of the facilities, the applicant will notify the d pert men and ensure public
health and safety as required by F.A.C. Rule I] 10(6).
Date: July 22, 1988
S gum re F the plic ant
Phonm: (904) 345-3662 Ray Ayers President
Name and Title (Please type)
B. Professional Engineer Registered In Florida (where required by Chapter 471, F.S.)
an to Wastewater Facility.
This is to certify that the engineering features of this pollution control project
have been examined by me or by individual(.) under my direct supervision and found
to be in conformity with sound engineering principles, applicable to the treatment
and disposal of pollutants characterized in the permit application. There is rea-
sonable assurance, in my professional judgement, that the pollution control fcclli-
ties, when properly maintained and operated, will discharge an effluent that com-
pliep with the limitations specified in this application,
3�S �,`_n Govind M. Chaudhari 23428
Signature mf Engineer �— Name (Please type) Florida Registration No.
Dynamic Testing & Engineering
Company Name
Post Office Box 1008
Company Address
(Affix seat) Orange City, Florida 32763
Data: 7/22/88 Telephone No. 775-4855
DER Form 17-1.205(1)
Effective May 12, 1986 Page 30 of 31
C. Professional Engineer Registered In Florida (where required by Chapter 471, F.S.)
as to operation and Maintenance Manual.
This is to certify that the operation and maintenance manual for these wastewater
facilities has been prepared or examined by me or by individual(.) under my direct
supervision and that there is reasonable assurance, in Fly professional judgement,
that the facilities, when properly maintained and operated in accordance with this
manual will discharge an effluent that complies with the limitations specified in
t, nla eppl is an on.
/]Ti.—�(� Ni - C.-L _(..(2_ , Gooind M. Chaudhari 23428
Signature of Engineer Nam. (Plea.. type) Florida Registration No.
Dynamic Testing & Engineering
Company Mae.
Post Office Box 1008
(Affix Seol) Cany d
Orange City, Floridaomp3R2 Jfea
Data; 7/22/88 Telephone No. 775-4855
DER Fore 17-1.205(1)
Effective May 12, 1986 Page 31 of 31
SIATE Or FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
91p1112131,1
6 >
non .nn, i...e
ST. JOHNS RIVER DVIONOV
C'4�co�nn+on
]Jlp n.n,: VInE BOVLEV nn a �°n, dye 1j81/4' i d LF. nCTpnul .c�mvr�•
epmr v]a 16199 7tjl� ro o �i, srceE+..:
pm ANDO, rinm nn meal AfiI
nyrrrnrnu
CENTRAL FLORIDA 2d2[29251°L ows+s,er renr.ewa
DISTRICT
AFFLICATIOS TO CONSTRUCT/OPERATE DOIBISIIC
WASTEWATER TREATNEI(T AND DLSPOSAL SISIEM
PART I - GENERAL
SUBPART A: Directions
(1) All applicable items most be completed in full in order to avoid delay in pro-
cessia� of this application. Where attached sheets (or other technical docu-
mentatLo0) are utilized in lieu of the blank space provided, indicate appropri-
ate cross-reference is the space and prry ids copies to the department in accor-
dance with (4) below. Note Chat if. pa[(A of this spplicat Loa do Got apply
(e.g., PART V),, those part($) of the form Geed not be executed.
(2) The applicability of requirements to new facilities, existing facilities, and
modificatioas of existing facilities is described in Florida Administrative
Code Rule 17-6. Some requirements are applicable to new facilities; Boma
requirements are applicable to modified or existing facilities as determined by
the department on a case -by -case basis. Where certain items do not appear
applicable to the project, indicate N/A in the appropriate spaces.
(3) All informatioa is to be typed or printed in ink.
(4) Four (4) copies of this application (with supporting information) and a cluck
for the application fee, in accordance with Florida Administrative Code Rule
17-4.05, made payable to the State of Florida, Department of Environmental
RegulstLoa, will be submitted with this application when sent to the appropri-
ate district office or approved local program.
(5) For projects involving construction, this application is to be accompanied by
two seta of engineering drawings, specifications and design data as prepared by
a Professional Engineer registered in Florida, where required by Chapter 471,
Florida Statutes. An engineering report (two copies) is also required to be
submitted is support of this application pursuant to Florida Administrative
Code Rule 17-6.150(1). For projects of limited scope (as determined by the
Department), iaformation contained in the application may suffice as the eng(-
neer(og report.
(6) Attach 8 1/1" x I1" USCS site location map. '
SDBPART 8: Application Typs (mark one only)
[ I Cuustructioc IX] Operation. [ I Temporary Operatioa
Applicant: Name PIark A. liallschlaeger Title Owner
e.ldr.aa 1250 S. Ilighway 17-92, Suite 130
Longwood, FL
Telephone Number (904) 252-6018
DF.R Form 17-1.205(ll
Effective July 31, :983 fogs 1 of 22
Zip 32750
SUBPART C, C.n.r.l Project Description
(1) Project Naae,,_ Hacienda Del Rio
Lac. tIon, County Volusia City Edgewater
5trset U.S. highway 1, South
treatment PI.nl, Latitude 28 w55 ' 25'N Longitude 80 e_j7'_Lo"v
13,50,
Soctlou37,38I wo ehlp 18S Range 34635E
(i) Cenetsl project description, reason needed, and relationship to e.Inl illy f,¢I1-
/llu,
Plant serves new mobile home park Original collection System secves 16fl
units. Proposed II -A collection system serves 75 units D E R approved
278 units with treatment plant.' '
(3) far construction permit applicat lone,
Start of construction (data),
Completion of project„canetructlun (date)l
(6) Itemize the construction coals for pollution control facilities. Information
on actual caste shall be furnished with an appllcatldn for operation permit.
$70 000
(5) for this project Indicate any previous DER parallel Issue and expiration data.;
ardor, and notices.
h'O 64-2072 12/31/87
(6) Indicate the relationship between this project and area regional plannlny for
sewage treatment. List steps to be taken for this sewage treatment plant to
become part of an area wide waste management system.
Outside south Volusia 201 Facility Plan area.
(7) Indict. EPA-NPUES permit. err..tly. data and eapil.tlan data, N/A
Permit No. fL,
Urals Explrol tun Uals
n I Torn
(.-fact ire July 31, 190) Pny. 2 of 22
I
PART Il - PROJECT DOCUMENTATION
TREATMENT PLANTS '
SUBPART A. G...r el
(1) Project status' [X) New [ ] Existing [ J Modification (specify)
(7) Pr -sent p.Put at tun of are. to be serve J, 20
(l) Pr.sent -pp r cvsd cap.c sly of ..I at Ing pl-ntl 0.06 NCU
.. Population served by existing plants 25
b. Indicate the followlnys
Totes A..r.ga
Number and type or Unit PpPuletlun Par capita flaw Daily Flow (CP�
.Ingle really hose _
. P.rt..nt.
.ot-1 Fees
v ..bile noise (150 GPD/Unit 25 80 2000
X other
(describe) Boston Whaler employee waste 12000
C. Contribution fr..ulndu.trlsl sources, S by lies
comaerclsl Sourceu G by flan
d. LrfluInt dl.po e. 1, [ ] Surface water [X ]*Lend Application
[ ] Cuabin.tlon ( ] Injection Nell
[ 1 Other (describe)
(A) Design capacity proposed, .06
-- MCO
a. Design population to be .*reed, •600
b. indicate the following,
Total Acer.ge
Nu.bar and Iroe or Unit Population Per Coolto flow Dolly flow (CPD)
single fully h..ea
apartment. -
.otel noes
.obl1. hues 150 GPD/unit 525 80 42000
Y other
(describe) Boston Whaler employee waste 12000
c. Contribution fro. Indualrl.l eourcac, 0 S by flow
case rcla l source., n L by lies
d. Lrrt.*.t dl.p.o.1, ( 1 Surf... water ( XJ Land Application
[ ] Co-binatlon ( J Injection well
( ] Other (describe)
e. Reliability classification .. defined In Rulel7-6.0A0(A)(.),
(5) In those '-unite- regulated by the Publlc Serelce Connloslon (PSC), attach copy
of the PSC Order and Certificate Muster for each copy of the application.
_A fora 17-1.205(1)
.rr.ctive July 31, 190) fags l or 22
SUBPARI 81 Meet... ter and Sludge lrme t went
In rare at Ion fur nlshad far cantrucItOn permit shall be based on reavonehle pr•dlc-
llon end sound en)lnenring prectice. for .n Perot Inn p... it.
Actual data •hell b. su b.11lnd when e7rply lnu
u
(1) flow characteristic.. Av... 9. daily flaw, .002 NOU
Peak rla.. NCD
M lnlwum llewt NO0
(2) wastewater cher.cterlstica,
t f fluenIt
ameter
Influent
After
DlelnfPer
Cant
pp.
l
Removal
Aver
Pa.
lbe/d
y)
200
3
.OS98
totalSuspended Selide
200
3
.OS
98rogen
(N)•ldaht
INN
Nitrogen.a
N•trogen
as N•
phoru• as P•
erovlde If affluent linnet ion. Our* stringent than secondary treatment are required.
(7) Identify the sequence or .oete.ater treatment unite and opacity process design
lnformstlon. Also, attach a flow diagram (Including an B 1/2" a 11" schaestic)
end hydraulic profile for the system. Technical date for projects Involving
Innovative or alternative treatment processes ,lull be submitted with thle
application to provide assurance• or compliance with required limitations, In
accordance with riorlde Administrative Code Rule 17-6.070.
treatment
unit
R" rare 17-1.205(1)
-11 active July 31, 199)
Dlmenelanse Armen, Cap.citles
and Other D..rrlytly. Data
See Attached
Page A of 22
Design Crlterle
(Basle of Oesiyn)
Aeration
Clarification
Digester
Chlorine Contact
1 to 59.5'x15'x9' SWD
volume 60091 gallons
rectangular 11.5'x11.5'xl6.0'SWD
4.8 hours detention
800 cubic feet
11.5'x7.5'x9.3'
11.5' x 7.5' 8.0' SWD
24 hour detention
450 GPD/SF
overflow rate
49 minutes at
peak flow
(A) Are there periods when the treatment plant receives no Influent? [ ] lam
(X] No If yea, briefly describe length of period and condition• under which
they occur.
(5) Disinfection
•. Disinfectant, chlorine
b. Polnt(e) of application,
c. Level of disinfection,
contact chamber
[X) Bade [ ] Interaedl.te
I ] High [ ] Low
d. Dosage (appropriate units), 5 nq
a. Avenge total chlorine residual In effluent for establishing compliance
with microbiological requirements (Where disinfectants other than chlorine
are utilized, supporting technical information shall address the effective.
mesa, residual criteria, and public health aspects of the alternate fore),
1 mg/) after 49 minutes contact tie. 0 [X ] maximum ( ] avg. daily flow
f. Maximum total chlorine residual (in the effluent) to ensure that applicable
water quality standards will be vet, 1 mg/l.
Will dechlorinetlon be provlded7 [ ] Too X ] Me
Will a mixing zonebe reque.ted7 [ 1 To [X ] No
(6) Describe the nature and sequence of sludge (Including sludge aldestream) treat.
sent processes prior to release of sludge for utilization or disposal.
aerobic diaestion — truck haul to landfill
(7) Describe the volume and composition or sludge to be utilized or disposed ae
well as the volume, characteristics and disposal of eldestres. rester.
30 oounds Der day of dry solids
(8). Method of sludge utilization or dlaposelz I X ] Sanitary landfill 100
( 1 landepreoding _i I ] Other _i (specify)
(9) 0.... lb. utilization or disposal altos (acreage, ownership, previous permit..
sells).
Volusia County Landfill
ur8 for. I7-1.705(1)
rfferl Iva July 31, 190) pay. 5 of tl
SDRIARI Cr Other design consideration rot treatment plant* In accordance with florid.
Adminl.tr.tlre Code Rule 17-6.070.
(1) Describe restures to control adverse efrect* resulting from odors, noise,
,. lighting and aerosol drift. (jr any of theca characteristics ere not to be
controlled, explain.)
all Processes aerobic - plant is set back from residental areas.
(Z) D..erlbs,.reose-control feature,. site is fenced
(I) Describe sampling points, chlorine contact chamber effluent sample
(e) Describe -.thud(@) end location(.) of flow measurement.
float and V-notch weir in chlorine contact. rhamheL
(5) Describe design crlterle and measures which minimize damage or interruption of
operation due to flooding (where required).
.._ N/A
(6) Describe practices to be followed to ensure adequate Irestmont meal dielnfectlon
during one rgeneI as such a power toe* and equipment fat lures roue Ing •hut down
of pollution •bat..ant equipment.
no flow during power'outages
DER fore 17-I.ZU5(1)
-srrsetly. July 31, i m Palo 6 of ZZ
1. Describe p rrli':.ns to assure structural lnteyrlty of out fall., to lest Ibe
-
integrlty or the out fall, to prevent discharge in the event lines are dam-
aged, and to Identify the nature and location of the gut Fall.
O) Do you reque.t • miming tone (refer to Florida Administrative Code Rule
17-4. 204)7 ( ] yes [ ] No if yes, for what parameters or pollut ante?
(A) Describe has the discharge location will minimize ovygert demand and adverse
effort. on receiving wstore.
(5) for discharges to Clue 1 waters
•. Does sablegt reeelriny water contain concentrations of pollutants gre.ter
then the limits -stipulated In Florida' Adminlsbretive Code Rule 17-227
( ] vo ( ] No .If yes, attach water quality date supporting this de-
terminstlon.
b. Describe Clue 1 reliability measures to ensure adequately treated wantmu.
(6) For discharges to waters contiguous to Class I waters with affluent travel time
to Claae I water lass than or equal to A hautse
a. provide the affluent limitations and the length of mixing zone required to
assurance compliance with the criteria In. Florida Administrative Code Rule
17-6.090(1)(c).
OCR form 17-1.20)(I)
Effective July )l, lya) Puget D of 22
Via. J
b. Don the ambient water quality of the receiving water or the community
drinking water system contain concentrations of pollutants greater than the
limits dtlpulated In Florida Administrative Code Rule 17-227
[ ] yes [ ] me IF yes, attach water quality dots supporting this determi-
nation.
c. Deacr The the time of travel, and time of year and method of travel time
determination.
d. Describe Facility reliability measures Including recirculation provisions,
effluent storage capacity, or increased on -site operator Liss.
(7) for discharges to meters contiguous' to Class 11 motors with effluent travel
time to condttlonally approvedatapproved shellfish harvesting areas loam then
or equal to 72 hoursta_
s. Describe tins of year and method for travel time determination.
b. Describe Cl... 1 reliability mama urea.
t
C. Provision for emergency dlsehargeot
[ J holding pond .storage for. hours Involving storage volume of
NO (show calculation). Describe storage control systems
( ] Increased on -sits operator time requested to be stipulated by permit.
SUBPART Cs Surface Water Disposal Via Ocean outfalls N/A
(1) Project status ( ] Nam [ ] Existing [ J Modification (specify)
OrR form 17-.1.205(1) ,
Cflsctivs July 31, 1983 Pay. 9 of 22
(2) Identify affluent limitations for, discharge.
(I) oulfall lnforastlon---__--_^__—
•. Locmt tom
Discharge lecat lone Letltuda �eN }ongitude _^N
b. Describe design configuration and constructlon materials, „Al tech •ppllce-
him bottom profile. of route to,be selected and typical crone-secllons for
outfall a.gmenta, Joints and diffuser (where provided).
C. Osecr lb•.c most re. eL}on procedur e.,'(If applloable).to be utlllted.
w
d. Describe structural protection of the outrall.
e. length fromehotel _ rest e
f. Elevation of discharge lnverti NSL
g, ,rot each pipe site comprising the proposed gravity or forte main outfsl 1,
attach In tabular form the pipe material and specification (e.g.. AS IM
number)-. Jo lnt •peel flceitoo, pipe length, slope, bad clesslflcat ion (where
appropraite), alnl"m.,Ind maxlmum,v eloc{tlas,,, and cocreaponding flows,
(6) M1AIng zones [refer torlorlde Administrative Code Rule 17-6. 060(2)(d))
•. for coastal water discharge@, is a mixing zone requested? ( ] Tan [ ] No
jr yes. rot what parameters or pollutant and mrsel dlasnslona?
DER roan 17_1.205(1)
Effective July 71, 1963 page 10 of 22
b. rot openocean rater dlecharqu not providing basic disinfection, will the
mislnq zone be @stab I had° pas tenant to [ ] deride Administrative Code
Rule 17-4.244 or, ['J. rtorlds. Administrative Cods Rule 17-6.000(2)(f)7
Provide support Ing; t ethnical Information dlecu Belaq the determination or
JI •In hcl Ian lava b Hqul red In order to maintain Class Ill becterlological
standards at the edgs.oJ'ml,tln gzo new -
(5) for open ocean water rdlschargen where less stringent levels or treatment are
Involved pursuant to florid• Administrative Coda Rule 17-6.000(2)(f) provide
support ing technical, Inrormatlun which •rfirmatively demonstrate* that the
project complies with tits crlteclo contained ln.that •action.
f
r"R rota 17-1.205(1)
"rsctivs duly 31, 1903 1'age 11 of 22
P ADI IY _ PnOJECT DOCUMENTATION
An n In CrfI UCNf DISpUSAL LAND APPLICATION SYSTEMS
raclilllererin 9A eerequl reneequireJ to be submitted
-Yalefar
-$terg9 ua l llyual urdard ealnllnq /rclllt lee lh rvinn9 report uforreoor ap.11,,,lan+ for n or
l calf nn uex
aJJreaeed in l a sun-4Y-ceee d g poet vlolatlons of a of evistlny
17-6.UOO(a)(q)� •l en�l�eerinq report Uume Outlined
ern lnet ion by the departmentpermit cundltlo,,a or
Ae an
fr uo the d PP1I let ion of lined In rly th . I max to be
e p er laent• Of epeeist nl n eellc Wester at or Adn l nl et Tel lvn
y emlogle In fora etlpn Y Iflcmlce q"'roe sot,-, Cudn ILiIn
l lxlt ed a In Chnpt ar 7 of this ore the re ul whl ch in xvnllub la
I ion rope ( en det arm bind by the Jnp arlgnq(d or aul lu and
hplrn_
I uget Mr el'p 11ca1 inn manual, •uf/ice e• (he menh the beat - ve
t Lbis data ref ), In fore at lam for projocln of
glnaarinq report. arnn red 01 the contained In the api'licn_
SUBPAAI land application •ununl mug
Ar Gn•ral
(1) Project deer rIptlun
e• Project status'
( ) New tC) Cal allnL ( Medlflcatlon
— --�_ (eVeclfy)
b. Ule p Deal Syat eat [ ) SI
d,
( ) PULIIr_ncceoa
(XI Non_pn Ullc lbe)acrib—h..
fenced aces-- (dae
site , how access le eonlru(IeJj
9• Own erehlp of IInd (I( dlfferf
agreement or ea roe a
plain why aant I
greement la not n ace sear Attach copy of binding
N/A
ox_rute IX) Bep1U-rate ( ) Overland flox
( ) AL eorp 01-n yield
_ ( ) Coobino(lan ( )
(Percolation/era arali un
( 1 tither °Peel fy) P yond
(e peclly)
[Ire sl lieatl-n of rice lvinq water (fie, Admin. Code pule 17_
Sevege Ireat ecnt plant rl asr lfl )) G-II
( ) type 1 call-, (rl a, Adn .,Admin. Code
( ) IYpe 1f ) Mule 17_6.0 IU)
La Omit-n (X IYps Ill
of applicat ion areal
adjacent to plant
r. Nature ur areal
h. own ere hip Ind uae o/ abut t Ing property, m h.l
e h�rirl�_-
------------
l• Describe general rouI lne pparatlon
crap hm,,. Itn 9r etc.), of the system
(e.g., r-fatten ached ul ee,
.ponds can be rotated
r non
tire Jviy )1, 19U1
"-,I- 17 of 22
4..
(2) Pre urn l lost ton trenlnnnI, l.velu
a. DUDt 10 my/l b. ISS, 10 mg/1 C. PHI _Units
d. Disinfection levell [ ] high [ J intermediate
[XI be•lc [ ] law
e. NUl (rot rapid -rate and absorption field systema)n _ 10 mg/l as 11
r. Other (e.g., parameters fur system. referenced In Chaptar.5 of Land appll-
calion M.nu.l),
(5) Holding ponds and alternative discharge system, N/A
•. Storage eguiv.lent to __ days flow provided
b. [ ) in -line (flow -through) pond system [ ) off-line (diversion) pond system
C. Pond ...ling des. rlpllun,
d. Design der, line fast, froebd,rd provided, feet.
e. Uescrlbe location of and climatic conditions for emergency discharge.
1�
(4) Uescrlbe provisions for surface rmwff control.
(5) Hurler ranee
6. 71000 feet minimum from edge of wetted area to shnilow water supply
well, Cie., 1 voters, or Claus It wstar$ approved or conditionally -approved
rut •l.iirlsh harvest,
b. -/1000 feel minimum to other classes of surface voters
C. % 100 feet minimum to developed areas
(6) for underdrelnod .,.tams N/A
e. Design water table depth below lend surface, inch..
b. Describe undrrdr.ln characteristics (depth below land surface, .peciugn,
drainage coefficient).
-R lore--
fferti., Jnly li, 1903 I'ngn 11 .r 22
a. Comp late appllcobe provlelune of PAR) IIII SUUPAR1 U regarding our face
water disposal.
Tel
Can
tribe general characteristics a suite at site (texture, permonhllity.
d r it led, l l Itr7 I 1I,).
sandvsoils_latona____
(B) Dround+star
•. Water table levels ynuerelly range Iron a high of 4_ feel to a la. of
6 _ feat below average land surface elevutlon.
b. DI reel ton of unconfined grutendw at at flow at sit at past j, herly
c. Number of compliance monitoring wells (where required), N/A _
it. Number of background monitoring wells (where requlred)i N/A
e. Describe backgruund groundwater quality with respect to triter{. listed In
Florida Administrative Cud. Rule 17-3 (where monitoring Is required).
SUBPAR[ Be Slow -rote Slat... N/A
II) method of Irrlgsttone [ ) sprinkler [ ) drip [ ) other (specify)
(2) Area under lrrlyallont _____acres Lat. _"N Long.
(3) Total area (Including Duffer rones)t acres
(e) Land grade __
(S) Ave1.9e hydraulic loading rate, lnchse/weak.
(6) Design application raise Inches/hour.
17) Crop system (Indicate If eeeoonel),
(B) Appl lcutIon/diet r lbul lot, system bee a hydroul to capacity _ _ llman
greater than the [ ) maximum [ ) average daily flow of lips treatment plant.
SUBPART C, Raplel-rete System.
(1) Number •nd latitude and longitude of percolation cello, 2
28e55'25" 80"52'30"
ULR for•
fffectiva .July 11. 190) 1`ngs 14 of 22
(2) Dott.m .... or ae11.,154,000 r12 3.5 .are. (includes future capacity)
(J) Design depth of water In calls 1 rI
(e) cell ronflgur.tlon (jr rectss,gular), ten gth 405 rest .Id th 19.0 feet (2 cells)
(5) Average hydraulic loading rats .64 incheo/day .40 GPD/ft2 (60,000 GPD)
(6) Ilydraullc application rats 1.28 Inches/d.y .80 CPU/fl2
(7) IIrJr.ullc loading peclads 7 dey.1 resting perlud 7 days
(0) Sit. characteristics
n. Average thickness of unconnulldated sodium to confining zonast 9_ feat
b. texture of unconsolldetod mediums sandy, sand. silt, shell
C. Aver.ge vertical hydraulic can ductivlty (pnraeobillty coefficient) of
me
eJi ms 24 In che./Jay 1$ GPD/ft2
d. Depth (below land nurfnce) and vertical hydraulic cgnductivlty (permeabll-
Ity coefficient) a! least permeable zone in mediums 45 last
•5 Inches/day .8 GPD/ft2
a. Av... go- horizontal Isydra.l lc ca ndu ctivity (perme.blllty coefficient) of
mediums 24 _` In che a/day 1$ L'P D/!t2
x_ _
f. Does groundwat or ' cent at n concent rat Ion. of pal lut ante greater than the
limits set for geoundwntero7 [ J Too [)(] No If yea, Identify those pal-
lut.nts and their concentration.
(9) conditions (e.g., .torn return period, Intensity and duration) under which
emergency discharge would be used,
25 year 24 hour storm
011) Emergency overflow discharges, to (describe In detail),
SUBPAR(
Dr Overland floe Systems and Underdralned Slow -rats Systems
with Lem Stringent
Preappllcatlon treatment Level* N/A
(1)
Method of irrigation (e.g., sprinkler)I _
(2)
Are. under Irrlyatlont acres Let. —.` _wN Long._m_'—'N
(7)
total ere. (.Ith buffer tone). acres
14)
A..r.ga hydraulic lending rate, _ Inches/week
GPO/ft2
(5)
Design application rate. Jnchee/.eok
GI'D/ft2
(6)
Ilydr.ullr loading period, d.yai resting period
d.ye
(7)
land surface slopes,
Din rare 17-1.20s11)
Effective July 71, 1903 pair. 15 of 22
(R) Slops length. (overland floe syat... only )t het
(9) vegetative syet.. (Indicate If e.a.on.1)r
(10) 0escribe features to control adverse effects resulting from adore.
(11) Characteristics of sgaltard It$ unconoolldated medium at site (abstract fro.
more detailed supporting technical Information to be attached)..
a. Average depth found below land aurr.est feet
It. Oescrlpllon of squllard (composition, thlcknees, extent, contluully)
c. Vertical hydraulic conductivity (permeability coefllclent)1
lnchee/day UPU/rO -
(12) Complete applicable provisions of PAUI Ill. SUOPARI O regarding surface water
disposal.
SUOPARI Cr Ab... ptio. field Sy.t..a N/A
(1) Number and latitude and lonyllade of ab.o.rpti.n fleld.l
(2) Iypet ( ) trench system ( ) bad system
(3) Area of fielder _ _ •erase ft2
(A) Average hydraulic loading rat at In chew/day GPO/f 12
l5) Hydraulic application rater lnchee/day GPO/f 12
(6) hydraulic loading perlodi deyal resting period days
(7) vegetative covert
(e) 01crib. general oper.tlon of oyet.. end method• for enaurinq non -clogging of
the system,
(9) Complete item (6), SUUPARI C regarding rupld-rots systems.
orit rur. 17-1.205(l)
,tractive July 31, 1903 P.q. 16 or 22
suerARI Fr Other Disposal systems
(1) tar other land disposal oyntanno lnruroetlon requirement, are established by
the deportment with the applicant on a case -by -cue beets.
(2) .tor underground Inject Inn systems, rarer to DER Forme contained In Florida
Administrative fade Rule 17-1.2U9 and submit as appropriate.
l9
DER rots Ir-1.2am)
c(recllve July )1, 19U7 pngn I or 22
PART y
ADDITIONAL DATA FOR TEMPORARY OPERATION PERMIT
SUBPART As Justification For lopes Pry Operation Permit Request
Attach additional ghosts responding to the Feat lominy it....
(1) The Fact• and reasons that support their
a. the applicant lies a wants for whleh no feasible and aeceptnble melh.A or
treat went or disposal la kno.n and the mppilcant la ..king . 1,.,. ride
a f fart thrau gh roo.rrj and other means to discover and Imylcmant wucb a
method,
b. the applicant needs permission to pollute the voters within the stale for a
period of time neceasnry to complete research, planning, construction,
.. lnslallatlon or operation of an approved abatement fmcllily or alternate
v vote disposal system,
e. there is no present reasonable, alternative means of diepu.ing of appli.
cant's vast$ other then by discharging Into ustore of the atgte;
d. the dnnl.l of s temporary operation permit would work an extreme ❑.rdnldp
.Pon the appIIcenti
e. granting of temporary operation peimlt will be In the public Inl Brost;
f, the schedule for a,q sling compliance outlined in C., below, is reasonable;
g. the discharge will not he unpeasonobly destructive to the quality of the
receiving motors, ,
(1) the damage or hero ramulling, or which may result, to the quality of the re -
calving water should the department grant a temporary operation permit or a„
eatentlon to an $eleting temporary operation permit.
(J) Any ad,.ntsges or disadvantages to reoldents and the environment In the nfrect.
ad $rem resu lting From the department granting or denying a temporarY operation
permit.
SUBPART B, Technical Data '
(1) Mannar of discharge,
(1) Receiving body of water,
(J) Use of receiving body of wale,,
(s) Condition of receiving body or eater, _
(5) Nnlure of dlechorgel
(6) yoluae of, discharge (I.f not coatlnuaus)l _
l7) frequency of discharge (IF Plot continuous),
(0) Oisch.rg( (flea.),
DER form 17-1.2us(1)
E facllvs July )1, 198). Peg. IV of 22
(9) 0u.1 lty of discharge (ldentl ry rat weir pollutant requiring control)t
lbs/day BUDS RAY FINAL
Lb./day Total Suspended Sulkies
PPM Do at outr.11
Lb./day Total Phonphnrou e. P
Lb./Jay total Nitrogen. N
Ib•/Jay Tote eJe Ido It N
f.c.1 rolllurna par IDU .l effluent A
(III) Proposed time discharge is required,
(11) Reasons fur Ilse Required,
(12) Reason. why cond/done of ChoPt of 403. flat Ids Statute@, and Flat Ids Adelnl a.
tratiwe Code Rule 17-J have not been sett
SUBPAR[ Cs Plans for meeting full compliance or ChapQer 603r F.S.r and rl.clde Ad.lnle-
lretive Code Ault, 17-3r 17-4 and 17.6.
Schedul. or Increment. of Prug"ee to ..at ....11,mces
(1) Date when planning Is expected to be complete
(2) Dote when engineering will be complete
(I) Source or funds _
(s) Data construction application will be submitted to upgrade or eliminate the
slating plant
(5) Veto construction cantr.ct .111 be let
(6) Del* construction will cummence
(7) Data eun.truct/mn is to be complete and so certified
(0) Dole that ..eto.ater Facilities .I11 be certified "in compliance" to your
permit
a JBPARI Ds Who .111 be roponalble far overseeing that the •bare ties achsdule will be
.at?
NAME TITLE
(Print of type)
ADDRESS
PIIUNL No
SIGNATURE
DATE
I R [.To 17-1.705(1)
f.rllve July 71, 1903 I'ugo 19 of 22
PART vl - CERrtrICAIIONS
A. Applicant CONSTRUCTION PERMIT APPLICATIONS
In wndwra lynsd •ppl I.. oI Ie hilly .. m r. IIts l Ilu nl.I ems nln udw la Ih,, nppIlr.
l Joel fur a cOnat rurl ton Perot are Irun, correct @rill complete to tlm hen, car hl+
Ln.+ledge and better. Iha undersigned agree. to ,.tale the design enylnnnr, or mi_
other profeoslonal engineer registered In Florida, to conduct on -.Ito observation of
construction, to prepare a certification of completion of construction, nrrd to re-
view record drawings for ade'lu.ey me rererenced in P.A.C. Rule 17-6.140(2)(b). fur-
ther, Ohm undersigned ca, .e. to pr Ovid* an appropriate operation and malmtennere
manuel fur the facilltlrs pursuant to r.A.C. Rule 17-6.I50(I) and to roteln n prn-
feeslansl engineer registered !n rloylda to examine (or to proper@ if dealred) the
.anual.
Dotal
Phone Slgnsturs of the Applicant
N wa suJ Iltls (Pi... type) —
B. Profeulon.l Engineer Registered In florlde (,here required by Chapter 471.r.5.)
this Is to eertlfy that the englneeriny features of thls pollution control pruject
have been deal gned by me or by lndlvldual(e) unilec my direct oupervlslon and round
to be In eonformlty with sound engineering principles, applicable to the treatment
and disposal of pollutants characterized In the permit application. rhere Is to.-
sonabls assurance, In my prof... lonol Judgement, that the pollution control faclli-
Iles, when properly is
and operated, will discharge an affluent that com-
pllsa with the limitations specified In this application.
5lgnal ors or Lnylnesr Numa (P �e us type) (lauds Heyletr at lvo No.
.Company N8.0
(A lII@ Seal) Company
Oaten Telephone No.
C. Profoslonsl Engine,, R.gl,t... it 1, florlde (where required by Chapter 471, F.S.)
and If difhr,nt from project design engineer In B.)
Ilde la to acknowledge that this lire hoe been retained by the eppllcunt to prepnre
a corllllcellon,of completion or construction and to review record drawings for ads -
queer as referenced in F.A.C. Rule 17-6.140(2)(b).
51gnd care o/ Lnylnesr Nana (Plus. type) Florida Oagl.tr.tlnn No.
(AM. Sent)
OCR Term
rfeclivs July 71, 19ed
O.p.ny
Company AJJroa
Oulel Telephone No.
rage IO of 22
orERA110N PERMIT APPLICATIONS
A. Applicant
the undersigned applicant In fully aware that the statement, mode In this olq.11ra-
tion ror an operation permit are true, correct and complete to the bent of Ills
knowledge and belief. Iho undersigned agree. to operate and maintain the wnnlawuter
facilities In such a manner an to comply with the provisions of Chapter 403, f.S.,
and all applicable rules of the the department. further, he has provided an spprnp.
flats operation and maintenance manual which has been examined by a professional
engineer ae certified below. lie agrees to maintain a copy of the manual and ttents
that such manual la .,.liable and located Atwater treatment plant
slid can be submitted upon request ae pert of the permit procedure. A copy of the
record drawing, or other plans (so applicable) allowing modifications of exist Ing
facilities, se referenced In F.A.C. Rule 17-6.140(2)(b). is available at the ....
location, lie also understands that a permit, If granted by the department, will be
n-Ironsrer.hle and he will promptly notify the department upon esia or Iegai
Iranefer of the permitted recilltlea. In the event of abandonment or Inactivation
of the foellitlaa, the applicant will notify the department and ensure public health
and ..rely as required by P.A.C. Rule 17-6.110(6).
nets, 11/9/87
phone, (904) 252-6018 Mark A slaallschlaeger, Ownper ca
Name and lids (I•le ue type)
R. Professional Engineer Registered In Florida (where required by Chapter e71, f.S.)
.a to w..t..ator Facility.
Ibis I, to certify that the englnoeFing featurae of this pollution control prnJact
have been examined by me or by Indlvidual(e) under my direct supervision and found
to be. In conformity with sound englnnoring principles, applicable to the treatment
and disposal of pollutants characterizedInthe permit application.* liters In re. -
.unable assurance, In my professional Judgement, that the pollution control fact[ [ -
ties, when properly maintained and operated, will discharge an effluent that com-
pille/j ith the limitations specified In this application.
Signature of Lnqln r Nume (Y le oars type) Florida Registration No.
Quentin L. Hampton Associates, Inc.
ompany Name
P.O. Drawer 290247
Company Address
(Affix Seal) Port Orange, FL 32029-0005
Data, 11/9/87 Telephone No. 904 761-6810
DUI form 11-I.IDi(1)
1'ffor I Ira jut 31, 1m03 p... 21 or 22
ere /esalen.I Gte ln*or Rag is l prod In Fl at l do (who to ranoirod by rhmptor s 1, r c 1
*. 1• ores .l l.11 axd Mw1111 •Nauw• Muru.4.
this Ie lu reel Ify Ihot it,. .,peel lop .nA •.Inl nn uic• wen uol l.r Ihnip wmlp+alp,
fart tit toe hen been prep.sod or emnolned by am or by Individual (a) under my Al eft
supervision and that there Is reasonable assurance, In my profeaslonnl Judgpae"t,
that the facilities, when properly maintained and operated In accordance with thin
.....I will discharge an effluent that complies with the limitations specified In
this application.
49 O- ?-___ gjCliard W. Rrrna nr7r� 14797
Signature of Engines Name (Y la see type) Florida Registration No.
Quentin L. Hampton Associates, Inc.
Cu.peny Nam*
P.O. Drawer 290247
(AffL Smal) port Orange, FL 32?2,Y 0Y97ddress
Deter 11/9/87 Telephone No. (904) 761-6810
t-n for. 12-i. 2D5(I) Pegs IS of 22
Cff.clly. July )I, 1983
WIWNMU.
The treatment plant was constructed under permit WC64-2072.
This application included Phase I and IA and included 278 mobile homes.
The developer has renumbered his phases.
The collection system built with the treatment plant in Phase I it includes
166 mobile homes.
A collection system application is being submitted for Phase II -A, it includes
75 mobile homes.
Connections to the system area as follows:
Existing Phase I - 166 mobile hones _
Boston Whaler - 12,000 GPD
Proposed Phase II -A - 75 mobile homes
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
e1J1 VNi - 11 I 19 ao" ORANAM
IPI llilCT HIVEH r .. J �.4 ,h�6 41 Z02/ GOVEmnon
d ISIf11CT .r... .)--- $ .�
RJ '� VICTORIA J. T$CNIN[[L
' 1'AIiuInE BOULEVAR (. ;/.,_LC, JUN 1986 y SICRETARV
]nLANOO. iLORIOA 3280 Ty,�.j o RECEIVED. ALE[SEN[SVICN
JUN 18 1986 1 fJn d g� St Johns Rirer DISTRICT MANJGEn
District ^yy)
SAINT JOHNSF� T
RIYER DISTRICT
APPLICATION TO CONSTRUCT A PUBLIC DRINKING WATER SYSTEM
INSTRUCTIONS: All of the application forme, including engineering plans and specifica-
tions, must be completed and submitted. For construction of facilities consisting solely
of Pumping and disinfection, Parts A, B, C, D, and E 1 and 2, (d) through (f), as well as
engineering plane and specifications, must be completed and submitted. When using this
form fur distribution systems alone, only Part B and applicable sections of Part A need to
be completed. Submission of any false statement or representation in this application is a
viu lation of the law. Attach additional sheets as necessary.
System Name: Hacienda Del Rio County: Volusia
System Address: Street US Highway No. 1 South City: Edgewater
Applicant's Name and Title: Mark A. Wallschlaeger
Applicant's Address: 1250 S. Highway 17-92 Suite 130 T,omywood Flnrida
Utility Supplying Water: Name: Hacienda Del Rio
Utility Address: Same
Owner/Operator After Construction, if different: N/A
Owner/Operator Address:
Type of Proposed Facility: Water Treatment Plant To Serve: Mgilj ome Park
'(Subdivision, trailer
Latitude 281 55' 25 eN Longitude 8_s r 'jjL-IIW park, school, etc.)
A. Applicant: -. ..
I, the owner/authorized representative* of Hacienda Del Ri
nrC{udd:y aware Chat..t ments made in [ is app teat Eon or a permit to construct
p,I-Wa to b.� } are true, correct and complete to the best of my
ai.,now so 8•y ur[1 , the undersigned agrees to maintain and operate the
!''.'fa in such a r, as to comply with the provisions of Chapter 401, Florida
S a ea, apfl"(Ephe a of the department. The undersigned also understands that
ermit, if granted b Aa a department, will be non -transferable end will promptly
i �t �t(yeA de aeyl[up sale or legal transfer of the permitted facility. The
LrlEBawd. c11e s oneibility for retaining the project engineer as indita-
Z• ed I tion f tD serve that construction of the project is in accordance
itl a •Ti ns as mitted., .,
�•dAtt Signed:
outl ieailfsaf. s??'7.. Owl r Au[lor ize Itep—S re sen [a[i e
Mark A. Wallschlae er
lame an tt e PT
ease type
tlT ti o ..y F Date:_6' 13/86 Telephone No. 904_252-6018
.Effective November 30, 1982 Page I of 7
0. Owner/Authorized Representative of utility Supplying Water (if applicable)
The undersigned, owner/authorized representative* of
hereby certifies that the above reference utility has adequate reserve capacity to
supply water to this project and will provide the necessary treatment as required by
Chapter 003, Florida Statutes, and all rules of the department. Further, the under-
signed verifies that his treatment plant woo constructed under a valid permit, Number
dated issued by the department,
and the connection of the proposed project will not be in violation of any condition
of said permit. _
-Attach letter of Slgnads
authorization
Name and Title (Please Type)
Data, Phone No.s
C. Owner/Operator- After Construction (if different from applicant)
I, the undersigned, do certify that I will become the owner/operator of the proposed
facility after constryctlon. Further, I certify that I an fully aware that the state-
ments made In this application ere true, correct and complete to the best of my know-
ledge. Also, I agree to operate and maintain the facilities In such a manner as to
comply with the provlslops of Chapter 403, Florida Statutes, and all rules of the
department. I understand the permit is nan-transferable and will promptly notify the
department upon sale or legal transfer of the permitted establishment.
-Attach letter of Signed
authorization
Name and Title (Please Type)
Dates Phone No.
0. Professional Enginame Registered In Florida
this is to certify that the engineering features of this public drinking water system
have been designed/examined by as and found to be in conformity with modern engineer-
ing principles, applicable to the treatment and distribution of drinking water charec-
terized in this application. There 1s reasonable assurance in my professional judg-
ment that the facility, when constructed as planned and properly maintained and opera-
ted. will comply with all applicable statutes of the $tat a Flori a and t rules of
the department.
S lgnad,
Richard W. Fernandez
Name (Please Type)
(Affix Seel)
Quentin L. Hampton 6 Associates
Company Name (Please Type)
P.O. Box 247 Port Orance, FT, 32029-0247
Mailing Address (Please Type)
Florida Registration No, 14722 Dalai 6/13/86 Phone No.904-761-6RtO
DER form 17_1.rOB(1)
Effective November 30, 1902 Page 2 of 7
PART A - GENERAL 3
1. Estimated tat al cost of project 200,000 Describe all water tr eR tm;set softening
filtration chlorination ///iii
2. Existing plant capacity (MGD) 0 Plant capacity gee (MOD) n.7n
5. Previous DER permit number(.), If any
4. Present population of area served Per capita consumption 100
5. Design population (additional served by this project)2.)00
6. Total ERC'em served 0 Total ERC's approved_ 0
Additional ERC's 571 EERC (Equivalent Residential Connection) a 3.5 personal
7. Give any Industrial users of abnormal demands None
B. Currant system water demand, in MGD (from plant operation report)
Average day 0 Maximum day 0 Maximum hour (GPM) 0
Additional water demand, MGD, Avg, day ,0.20 Max. day .28 Hex. Hr. (GPM) j250
9. Is plant designed for 24-hour operation or what portion? estimated 4 hrs/day
10. Give characteristics of raw water (attach chemical analysis) attached
11. Give source proposed water (deep wall, shallow well,. spring, surface) chnllow wet,
12. Sewage disposal Indian River Utili i 101 Sw r at A
(None and Addof sewer ag• utX1W) Longwood, Florida
15. Fln!shed water storages Elevated n OroUnd Inn.nnn
Existing Capacity 0 Capacity morales Inn.00n
14. Existing service pump capacity (MGD) 0 Additional service pump cap. (MGD) .78
15. Static head In relation to pumping plant 0
16. Mall permit from wstar management dlstrlct7 Yea X Permit No. 2-127-0622 AN
No _ Explain
PART B - DISTRIBUTION SYSTEM
1. . Interconnection with other system None
2. Minimum size pipe 2x Maximum ale pipe 8e Minimum system pronura 50 RSO
Maximum system pressure 75
7. Is firs control provided In design? Yes
4. Describe dead-end conditions and necesalty roc flushing including number of such
conditions and flushing schedule _. Looped System
DER Porn 17-I.20B(1)
Effective November 30, 1902 Page 3 of 7
S. Describe cross -connection control program nopratin0 staff in trainoA
6. Describe corrosion control program as ceceosary N/A
7. Water demand for additional connections INGO
8. Number of each type of additional connections (residential, commerelpl, agricultural,
Industrial) to be •mrvad Mobile homes -
PART C - WELL SUPPLY
Ewlstlno Wells
Well Identification
1
2
Size of Casing
Depth of Casing
36
36
Depth of Wall
56
60
pump (type)
SUB.
SUB.
Pump Capacity GPN
40 1
40
Proposed Wells
Well Identification
3
4
5
Size of Casing
4
4
4
Depth of Casing
36
36
36
Depth of Well
60
60
60
Pun (type)
SUB.
SUB.
SUB.
Pump Capacity (GPM)
40
40
40
TypeofWell construction Rotary
Caalnq material Pyr Aquifer Shallow
Give all geological data, Including log of tart wells or wells In vicinity.
Describe possible source@ of contamination (particularly those within 100, of well).
No sanitary hazards within 100,
PART D - SURFACE SUPPLIES N/A
1. Name of stream, lake, or pond
2. Shew by att@c hod map watershed, town, or communities above Intake, Industrial plants,.
and In Immediate vicinity, form house, picnic ground, abattoir@ and other sources of
pollution, with distance from lntske. Locate intake on nap.
DER form 17-1.208(1)
Effective November 10, 1982 Page 4 of 7
1. Size of watershed In square el
Ent.
Min.
dry-woothar flaw
Intake
. 4.
. Davis
of
min. drY-weather
flow to
S.
E.Istino Row Water Pumas
Pro osed Raw Meter Pumas
Type
capacity
Suction Head
Dlscher s Mod
PART E . TREATMENT PLANT
1. Type or treatments
a) Pumping and disinfection b) Conventional rise and settling
c) DpflawX- d) Deminerellzatlon (type) s) Other
2. Design detallot
a) Emergency Intake Nona bypass of raw meter
b) Aerstlons type None -man, design rate detention
orifices number of trays loss of head
e) Service pumps, existing (no. 6 cap.)
proposed (no. b cap.) 2 Ca 200GPM 1 @ 350GPM
d) Dielnrecticns type disinfectant Chlorine Gas
type, make, capacity and number of feeders Wallace 6 Tiernan C 1*
mounted
e) Auxiliary power 80 KW Generator 50 lbs. Day
f) Metering device and location Raw and finished water meter
g) Mixing chamber (conventional), type __.N/A
dimensions capacity detention
velocity (at maximum design rate) Allowable heed, total
per baffle Mechanical agitator, size blade
motor peripheral speed bypass
drainage
h) Coagulating basins (conventlanal)s N/A
DER Form 17-1.20D(1)
Effective November 70, 1962 Page 3 of 7
capacity detention time at maximum plant cap.cl
velocity capacity of each compartment
Distribution flow, inlet devices outlet devices
1) Suspended @ollde contact units (upflow). Tnfilrn Accelator
Process
Diameter
Coodeityl
8 flow rota
I Detention O.rlad
Weir
Overflow pet.
Ss It enln
15'6"
.28 MGD 1
1.2 GPM SF
1 Hour
4.4 GPM/Ft
Clarification
amorkes
1) Chemical doming devices (other typo dislnfecting),
Number of machines end typo readings Alum N/A Lima Mix tank 6 slurry pump
coagulant aid (Name) Cationic Polymer Activated Carbon N/A
recarbonatlon N/A
number and size of solution tanks None
points of application Lime and polymer to accelator
size and kind of piping 2" Tygon-Lime 3/4" PVC -Polymer
k) Filter units,
typo, material, number units Package Cavity, Steel, 2
areas, dimensions, capacity or each unit and for total plant
50 So. Ft. 100 GPM each filter
wash troughs, number and @hope 2 Rectanglular
disonalons and distance above sand (top trough and top send) 4' above sand
spacing (center to center) Average - 3 Ft.
max. travel suspended particles 48"
filtering materials gravel (depth 6 size) 14"
send or other media (specify) 3" torpedo sand 27" filter sand
depth of bed 30" mean effective size -(In am.) E.S. 0.45.- 0.55
uniformity coefficient 1.6
filter bottom, typ
ratio total area of perforations to sand area .02
DER Porn 17-1.206(1)
Erfective November 70, 1902, Page 6 of 7
laterals size and spacing an manifold N/A
parforationss size and spacing on laterals N/A
on manifold N/A
ratios total area perforations to total atoms-aectlonsl ore@ of laterals N/A
manifold size and croon -sectional area N/A
backwash pump(e)s type and design rots Centrifugal 1000 GPM 20 GPM/SF
depth water on sands maximum 54" minimum 13" average 24"
wash tank capacity Used backwash--..10,500. gallons
Appurtenanceat lose of head gauges None rate of flow gauges None
rate controllers None
Clear well, location At right espeelty 0.1 MG dlnenelon• 43' nIA )2' Height
1) Labor-storys room and bench space (areas) 8 linear Ft.
scope of tests provided far __Hardness. Chlorides. Chlorine Residual
0) Bypass to plant None emergency Intake None
n) List type and cepacltlee of emergency wall and service pumping unite Plant
generator
o) attach schematic diagrams plane end specifications showing puop(s), pipe sized,
valves, etc. -
DER form 17-1.208(l) -
ffective November 30, 1982 " " Pmge'7 of 7 "
STATE OF FLORIDA r� p�By[f•>
DEPARTMENT OF ENVIRONMENTAL RE C� IJ1T�vN�- ;•
6 � 0 7312 A`C
aRa N.%N
Tw,N rowans merits wllLpl11Nal Ad iE?) IATER DI B UT 6vanN.!.
xaao au a If�QIw�� 6 \ �
TALLAM wL�mlII.a`lfap 1i �•` _ TORT iCMINKM
MAY 0619A7� ,�: (, OF'6c., 21-87
CENTRAL} iji Ttam TO CONSTRUCT A ►UBLIC DRINKING NAT[R`3
DISTR1Cf
INSTRUCTIONS, A11 of the application fans, Including engineering*
9 i p IiJY"Lsolea-
tlae*, aunt be completed and submitted. For construction of facilities 'consisting solely
of pumping and disinfection, Parts A, R, C, D, and E 1 and 2, (d) through (f), as well as
engineering plans and specifications, must be completed and submitted. When using this
Fars for distribution systss alone, only Part B and applieadls sections of Part A mood It
be completed. Submission of any false &tat avant or representation In this application 1• a
violation of the law. Attach additional ghosts as necessary.
System Name, Boston Whaler PHASE 2C - Potable Water Main Extension county, Volusia
System Address, street 4121 S. U.S. 1 - P.O.Box 1130,Edgewater,FL city, N/A
Applicant-2 Name and Title. Boston Whaler. Inc.
Applicant-s Address& 1149 Hingham Street. Rockland. Me. 02370
utility supplying Natar, Na■es Indian River Utilities, Inc. aF6 CU & A0+
Utility Address. l0I-SweetwaterCove-B1vd— South, -Longwood ,_Elorida-3277
Owner/Operator After Construction, 1f di lfr yen t. N/A ✓2d-
Owner/Oporator Address, N/A
Type of Proposed Facility, Industrial Boa MaRu €aeturing
P r To serve, an T V
Latitude 28• 55, 15 •N Longitude 80 m 52 , 0 ww (par%, school trailer
9 perm, school, etc.)
A. Applicants
I, the owner/autharlred representatives of Boston Whaler, Inc.
am fully aware that the atstemento made in this application For a permit to construct
a notable water main extension are true, cgrrect and complete to the bast of my
knowledge and belief. Further, the undersigned agrees to maintain and operate the
facility In such a manner as to comply with the provisions of Chapter 403, Florida
Statute*, and oil the rule* of the department. The undersigned also understands that
a permit, if granted by the department, will be non -transferable and will promptly
notify the department upon sale or legal transfer of the permitted facility. The
undersigned also accepts ram pone lbllity for retaining the project engineer as lndlca-
id an this application to ab arcs that consteu ion of the proJezt is 1� ace Cade
with an gin e*elnq plans ace mu bnittsd. II (
-Attach letter of Signed,
authorization. Owner/Ruth rimed Representative
Douglas L. Gibson. Manager. ComDanv Facilities
esa aand Title (Plan type)
Date. Z7 O Tslophans 4a(617) 871-1400
DEN Form 17-1.209(1)
Effective Norobee 30, 1902 Pogo 1 of 7
PYotpttMa Plarlds and Your Ouallfv of life
a. owner/Autharitnd Representative of utility Supplying Water (if applic.bl.)
The undersigned, owner/luthorit.d r.presentative. or Indian River Utilities, Inc
hereby certifies that the above reference utility has adequate reservecapacity to
supply .star to this proJsct and will provide the necessary treat. ant uroauir.d by
Chapter 407, Florida Statute,, and all rule, of the i4 apse berm L. Further;,.the under-
signed vmrifies that his trsstunt plane r
�IC64-2034 A doted 9/3A6 a sans[re, et nd vnd.e • valid petal[, Number
and the connection of the proposes project Issued br th. department,
of acid p 1 •111 sot be in violation Pf any condition ..
permit.
-Attach letter of
authorization Signed
Mark A. 4lallschlaeger, Utility Owner
Naas and T1C1e (PI ..e Typ.)
Deter .S-S-g % Phone No., 904 C. 0•n.r/0Parnt11• After Construction (if different free applicant) $oil q..23 5$O 9 a
I. the undersigned, do Certify that I sill bacon*
the owner/operator of the proposed
facility after construction. Further, I Certify tha
Santa t I am fully aware that the state -
ledge. dge sad. !n this application are true, correct and e,,plot, to the bast of my knew- e
Also, i agree to ope,ate and maintain the fa0 pities In much • manner as to
comply with the provision, of chapter 447, Florida atatutaa, and all rules of the
department. I understand the permit la non -transferable And will promptly notify the
department upon Sale er legal transfer of the permitted establishment.
*Attach letter of Signed,
autharireclon ,.
NOS* and Title (P1 eeme Type)
Oaten Phone No.
0. Professional Engineer Registered in Florida
This is to Certify that the engineering featured of this Public drinking water System
have been dSS191Id/otamins4 by as end found to be in Conformity with modern engineer-
Ing Principle*, applicable to the trastoant and distribution of drinking enter Cher SC_ m
tnrired In this application. There Is reasonable assurance in my professional Juag-
sent that the facility, when constructed as planned and properly maintained and op.,. -
too, will Ceeply with all Sep l l deal• Statute- of the State of Floridaand the mule, of
the Caper to ant.
Signed,
Charles J. Voss, P. .
(Affix Sual) Nam. (Pie,.. Type)
Camp Dresser & McKee Inc.
company Name (PI...e Typ.) �
555 Winderley Place Maitland, Fla. 32751
Nailing Address (Please T Yr
rPe)
Florida Registration No. 35443 Data, f Z>1f7 Phone No(305) 660-2552
.DER Far. 17_l.:Detl>
Effective Nov bar 3a, lga2 Pago 2 of 7
PART k . GENERAL
1. Estimated total cost of project $ 25,000 Describe all .star tver:oent
2. Existing plant eapaclty (NCO) 0.286 Plant Capacity lnerwass (1GO) N/A
i. Previous DER permit number(*), if any WC64-2034A
A. Present population of @two served 0 1.l U IN;W7e wtian 0
1. Design population (additional served by this prajmet) Planned 278 UnitMobileHome
A. rotal ERC's- served 0-New Facility Total ENC'a approved See File
Additional ERC'o 34 1ERC (Equivalent Rpaidential Connection . 3.3 personal
7. Give any industrial users of abnormal demands N/A _
8. Current system water demand, In MGD (from plant operation report)
Average day N/A Maximum day N/A Maximum hour (GPM) N/A
Additional .star demand, MGD, Avg, day 0.0I2 Max, day .030 me..
Mr. (GPM)60
9. Is plant designed for 24.hour operation or shot portion? N/A _
10. Give characteristics of raw .star (attach Chemical analysis) N/A
11. Giv* source proposed .star (deep .e11, shallow, wall, Boring, surfaco)ShallOw, Well
12. Sewage disposal Indian Rivers Utility. •Inc.. 101 Sweetwater Cove Blvd. South. Lonowood,
(None and Address of sewerage utility) Florida 3277
13. Finished +star storages Elevated N/A Grcund__JNA
Existing Capacity N/A capacity 1n Comes N/A
14. Existing service pump capacity (NCO) N/A Additional service pump so. (Mco)N/A
17. Static head in relation to pumping plant N/A
16. Nall permit from water management district? ?es Permit No.
No — Explain N/A
PART I . DISTRIBUTION SYSTEM
Tie-in to Indian River utilities, Inc. servicing
* 1. Interconnection with other system the Hacienda Del Rio Mobile Nome Community
2. Minimum sirs pipe 2-inch Maximum sire pipe 61nch Minimum system or saur*60 nsi
Maximum system pressure 75 psi
). Is fire control provided in design? Yes - Potable system ends
at sea tan
L. Oeseribe dead-end conditions and necessity for flushing including numb r of such
One dead end condition to be used for boat and
conditions and flushing schoduls oatwoa breaaccomplished
as require a as wn ark tank
he
dER race 17-1.2D 8(1)
Effective aevem*or 7o,'liez Page 7 of 7
*Connection line is approximately 1800 L.F. tieing the existing onsite dry wat@rmain to the
utility. Permit application for the onsite dry watermain extensions (Phase 2A) was
submitted March 17, 1987. (Permit NO 64-2072)
6; 00ecrlb• crou_conn•ation control program N/A (See Phase 2A)
6. Describe corrosion control progesm as necessary PVC Pipe to be used
7, altar demand for additional Connections (NOD) 0.012
a. Number of each type of additional connections (remldentisl, commercial, agricultural,
industrial) to be Served 1 Industrial _
PART C _ SELL SU►PLY N/A
Ewlatlna Wells
Well Identification
Size f Coming
Depth of tat n
0 th of Well
a N
Proposed Wells
W den irl atipn
sl • of G•Sn
Depth f Casing
• th of Well
Pump t
Pumpall PM
rye• of well construction
Casing material Aquifer "
Civ ell q•alogiaal date, including log of test wells or wells in vicinity.
Oeecrlbe possible sources of eontaslnation (particularly these Within 100' of well).
`
PAST 0 - SuarACC SUPPLICS
N/A
1. Name of stress,
lake, or pond
Z. Shen by attached
map Watershed, towns qt Poesunit Ls
above intake, industrial plants,
`
and in immediate
vicinity, farm house, Plante ground,
obettalrs and other sources or
`
Pdllutlon, with
distance fie !Araks. Locate intake
anegg.
OCR Form 17-L.206(1)
Effective November 00,
1912 Page-4 of 7
3. Size of watershed In square miles
Eat. Min. dry-waathsr flow intake
e. Bois of min. dry-westh.r flow estimate
S.
E. L tin Raw Mat►r ►um a
Pea esed Be. M.tar Pump*
Tyce
Ca ocit
Suction He
Discharge Mud
PART E . TREATMENT PLANT N/A
1. Typo of treatments
a) Pumping end disinflation b) Conventional
floe and nettling
c) upflpw_ d) Dewissralizatico (tyPO)
0) Other
2. Design details,
a) Emergency lntmko bypass of raw
water
b) Aeretiont type max. design rate
detention
orifices number of trays
lase of head
a) Service pumpar existing (no. A cap.)
proposed (no. A cap.)
d) Disinfection, type disinfectant
type, cake, capacity And number of feeders
e) Auxiliary power
f) Metering device and location
g) Mixing chamber (conventional), typo
dimensions capacity
detention
velocity (at maximum design rats)
Allowable head, total
Per baffle Mechanical agitator, size blade
motor peripheral speed
bypass
drainage
h) Coagulating basin. (conventional),
DER fare 17-1.200(1)
Effective xovub.r 30, 1902 Page 3 of 7
capacity detention time at mealmua plant capacity
velpclty Capeclty of each compartment
Distribution flan inlet devices outlet devices
i) Suspended solids contact unite (upflae)
Process
Diameter
Cs •sit
U fl or rat
Ortent on erlad
verf • pate
Softsnin
Clarificatl on
R .ark at
1) Chemical doming devices (other type disinfecting),
Number of Machin" and type feeding, Alum Lis,
coagulant aid (Name) Activated Carbon
recarbonation
number and size of solution tanks
points of application
size and kind of piping
k) filter unitat
type, Material, number units
areast dimensions, rapacity of each unit and for total plant
wash troughs, number and shape
dimensions end distance above send (top trough and tap •end
spacing (renter to center)
•as. travel suspended particle@
filtering material, gravel (depth t sire)
sand or other media (specify)
depth of bed seen effective size (in am.)
uniformity coefficient
filter bottoo, type
ratio total area of perforations to sand area
OER fore 17.1.200(1)
affective November 10, 1982 Page d of 7
laterals, ,lz@ and spacing on manifold
pseforatlansi site and spacing an laterals
an manifoi
ratio. total area perforations to total erase -sectional seem of laterals
manifold size and cross -sectional area
beekwash pump(,), type and design rat*
depth water an sand, maximum minimum average
.ash tank capacity
Appurtenances. loss of head gauges rats of flow gauges
rat@ controllers
Clear wall, location capacity dimensions
1) Laboratory, race and bench names (areas)
scope of testa provided for
a) Bypass to plant emergency Intake
n) List type and capacities of emergency wall and service pumping units
a) Attach schematic diagram, plans and specifications showing pump(,), pipe air.,,
v alto, ate.
OCR fore 17-1. 208(1)
Effective November 70, 1982 Page 7 of 7
APPENDIX D
Titq of Ebgewoter
POST OFFICE BOX IW
EDGEWATER. FLORIDA 32=
a -
February 10, 1989
Mr. Michael MCIC. Wilson, Chairman
Florida Public Service Commission
101 East Gaines Street
Tallahassee, FL 32399-0850
Dear Chairman Wilson:
The purpose of this letter is to notify the Florida Public Service
Commission (FPSC) that, pursuant to Chapter 180.02 (3), Florida
Statutes, the City of Edgewater, located in southeast volusia County,
has established a water and wastewater reserve service area. The City
has taken this action to provide for orderly growth and reliable utility
service to the developing urban areas adjacent to the City limits.
Enclosed for your information is a location map, legal description
and enabling ordinance of Edgewater's Chapter 180 reserve area.
The City has authorized its consultants, Dyer, kiddie, Mills 5 Precourc,
Inc. to develop a water and wastewater faciiitie- master plan for Edge-
water's reserve area which should be completed in February, 1989. It is
our intent to accommodate the master plan recom=.e-dations in our current
water and wastewater capital improvement program. In order to provide
for orderly growth and planning within this reserve area, we request
that the FPSC honor the Cicy's reserve area and refrain from issuing an-;
new private utility franchises within the boundaries_. Additionally, we
are requesting to be notified by FPSC filings or actions related to
private utilities within this area. The Cicy will also be approac'ning
each existing private utility located in the reserve service area for -the
purpose of including their flows in our regional facility planning efforts.
Any assistance FPSC staff could render cc use in ttis regard would be
greatly appreciated. For your information, I have enclosed a listing of
FPSC regulated utilities in our planning area.
Florida Public Service Commission
February 10, 1989
Page two
In closing, I wish to reiterate the City's desire to provide reliable
and efficient water and wastewater services in our Chapter 180 reserve
area that protect public health and provide environmental protection.
This includes providing services to both undeveloped areas and areas
currently developed using private systems that desire City service,
are experiencing operational difficulties and/or one under enforce-
ment actions by regulatory agencies.
Should you or your staff have any questions or require further inform-
ation in this matter, please don't hesitate to contact our consultant,
Mr. Ron Ferland, at (407)896-0594. Once again, your thoughtful consid-
eration and assistance are greatly appreciated.
Sinc ly,
David L. Mitchum
Mayor
DLM:RF:lsk
cc: City Council
William I. Powers, City Manager
Jose' B. Alvarez, City Attorney
Gerald C. Hartman, Dyer, Riddle, Mills 6 Precourt, Inc.
Ron Ferland, Dyer, Riddle, Mills d Precourt, Inc.
Charles A. Hill, FPSC Division of Rater and Sewer
Enclosures
STATE OF FLORIDA
Public �$erbicc (gounnissian
SHE SyU
c� +y Q�
Michael M. Wilson
CHAULMAN t_l
March 6, 1988
The Honorable David L. Mitchum
Mayor
City of Edgewater
Post office Boa 100
Edgewater, FL 32032:
Dear Mayor Mitchum:
101 EAST GARIFS STREET
TALLAHASSEE, FL 323W4153
I904) 358-7001
I appreciate your letter of February 10, 1989, informing
the Commission of the City of Edgewater's new water and
wastewater reserve area. we will be happy to cooperate with
the City of Edgewater in future proceedings. However, I cannot
prejudge any future certificate applications knowing that the
Commission will not reject them without due process.
Your letter requests that we deny any franchise within your
reserve area. Chapter 367, Florida Statutes, governs the
manner in which the Commission regulates water and sewer
utilities in regulated counties and grants this Commission
exclusive jurisdiction over utility authority, service and
rates. As such, we cannot abdicate our responsibility and
refrain from issuing new certificates to private utilities
which may be located within your city's reserve area and which
meet the statutory requirements. The Commission must follow
that statute with respect to an application fur a certificate.
If a private utility seeks to serve within your reserve area,
the Commission will review that application in accordance with
Sections 367.041 and .051, Florida Statutes. It should be
noted that a municipal government has standing to object to an
application on the ground that the issuance of the certificate
will violate established local comprehensive plans. In that
case a hearing will be held and the comprehensive plan
considered.
An Affirmative Action/Equal Opportunity Employer
The Honorable David L. Mitchum
March 6, 1989
Page Two
I might add that the City of Edgewater will be notified of
any application for a certificate if the utility is within 4
miles of the city limits. In addition, I can assure you that
the Commission will cooperate with your City with respect to
any information that may be on file with the Commission
regarding the utilities you mention in your letter.
If I can be of further assistance, please let me know.
Nce ely,
hael Wilson
Chairman
MW/rl
(Ifig of Edgewater
POSTOFFICE BOX 100
EDGEWATE R. FLORIDA 3=
March 14, 1989
Rtverwood Phase IV
J. Wayne Beighle
The Charles Wayne Company
c/o Zev Cohen .G Associates, Inc.
55 Seton Trail
Ormond Beach, Florida 32074
SUBJECT: City of Edgewater - Chapter 180, P.S. Southern Reserve Area
Water and Wastewater Utilities
Dear Mr. Beighle:
The City of Edgewater Is currently In the process of developing a master plan for
the City's Chapter 180, P.S. Southern Reserve Area as delineated on the attached
map. This letter Is intended to notify you of the City's Intention to provide water
and wastewater services adjacent to your established service area and determine
whether you would be interested in connecting to the City system when it is available.
We anticipate that the facilities should be available by December, 1990.
If you are interested, please submit the capacity allocation application form attached.
It is understood that you are under no obligation to connect to City facilities when
they become available. Your response will be helpful in completing our facilities
plan for this area and ensure that adequate capacity is provided to serve the area's
current and future water and wastewater needs.
Should you have any questions or wish to discuss this matter further, please don't
hesitate to contact Mr. Ron Perland of Dyer, Riddle, Mills 6 Precourt, Inc., the
City's water and wastewater consultant, at (407) 896-0594 or myself. Your
cooperation and attention to this matter Is greatly appreciated.
Sincerely, �y�//i/. ),.
W illi�er- _s
City Manager
WP/
cc: Ron Perland
CIP Committee
(Inil of Ebgewater
POST OFFICE BOX 100
EDGEWATER, FLORIDA n=
March 14, 1989
Boston Whaler, Inc.
Douglas L. Gibson
4121 South U.S. 1
Post Office Box 1130
Edgewater, Florida 32032
SUBIECT: City of Edgewater - Chapter 180, P.S. Southern Reserve Area
Water end Wastewater Utilities
Dear Mr. Gibson:
The City of Edgewater is currently in the process of developing a master plan for
the City's Chapter 180, P.S. Southern Reserve Area as delineated on the attached
map. This letter is intended to notify you of the City's intention to provide water
and wastewater services adjacent to your established service area and determine
whether you would be interested in connecting to the City system when it is available.
We anticipate that the facilities should be available by December, 1990.
If you are interested, please submit the capacity allocation application form attached.
It is understood that you are under no obligation to connect to City facilities when
they become available. Your response will be helpful in completing our facilities
plan for this area and ensure that adequate capacity is provided to serve the area's
current and future water and wastewater needs.
Should you have any questions or wish to discuss this matter further, please don't
hesitate to contact Mr. Ron Ferland of Dyer, Riddle, Mills 6 Precourt, Inc., the
City's water and wastewater consultant, at (407) 896-0594 or myself. Your
cooperation and attention to this matter is greatly appreciated.
Sincerely,
William Powers
City Manager
WP/
cc: Ron Perland
CIP Committee
TRU of Opwater
POST OFFICE BOX 100
EDGEWATER. FLORIDA XMar
March 14. 1989
Hacienda Del Rio
Mark A. Wallschlaeger
1250 South Hwy. 17-92, Suite 130
Longwood, Florida 32750
SUBJECT: City of Edgewater - Chapter 180, P.S. Southern Reserve Area
Water and Wastewater Utilities
Dear Mr. Wallschlaeger:
The City of Edgewater is currently in the process of developing a master plan for
the City's Chapter 180, F.S. Southern Reserve Area as delineated on the attached
map. This letter is Intended to notify you of the City's intention to provide water
and wastewater services adjacent to your established service area and determine
whether you would be Interested in connecting to the City system when it is available.
We anticipate that the facilities should be available by December, 1990.
If you are interested, please submit the capacity allocation application form attached.
It is understood that you are under no obligation to connect to City facilities when
they become available. Your response will be helpful in completing our facilities
plan for this area and ensure that adequate capacity is provided to serve the area's
current and future water and wastewater needs.
Should you have any questions or wish to discuss this matter further, Please don't
hesitate to contact Mr. Ron Ferland of Dyer, Riddle, Mills @ Precourt, Inc., the
City's water and wastewater consultant, at (407) 896-0594 or myself. Your
cooperation and attention to this matter is greatly appreciated.
Sincerely,
William Powers
City Manager
W P/
cc: Ron Ferland
CIP Committee
ffitq of Dgewoter
POST OFFICE BOX 100
EDGEWATER, FLORIDA 32032
March 14, 1989
Indian Harbor Estates
T.M. McClelland, Public Works Director
Owner - Volusia County Public Works
123 West Indiana Avenue
DeLand, Florida 32720
SUBJECT: City of Edgewater - Chapter 180, F.S. Southern Reserve Area
Water aad Wastewater Utilities
Dear Mr. McClelland:
The City of Edgewater is currently In the process of developing a master plan for
the City's Chapter 180, F.S. Southern Reserve Area as delineated on the attached
map. This letter Is Intended to notify you of the City's intention to provide water
and wastewater services adjacent to your established service area and determine
whether you would be interested in connecting to the City system when it is available.
We anticipate that the facilities should be available by December, 1990.
If you are interested, please submit the capacity allocation application form attached.
It is understood that you are under no obligation to connect to City facilities when
they become available. Your response will be helpful in completing our facilities
plan for this area and ensure that adequate capacity is provided to serve the area's
current and future water and wastewater needs.
Should you have any questions or wish to discuss this matter further, please don't
hesitate to contact Mr. Ron Perland of Dyer, Riddle, Mills 6r Precourt, Inc., the
City's water and wastewater consultant, at (407) 896-0594 or myself. Your
cooperation and attention to this matter is greatly appreciated.
Sincerely,
William Powers
City Manager
W P/
cc: Ron Perland
CIP Committee
TitV of Dgewater
POST OFFICE BOX 100
EDGEWATER, FLORIDA 7fWs
March 14, 1989
Terra Mar Village
Ray Avers
R.R. 2, No. 1, Park Boulevard
Edgewater, Florida 32032
SUBJECT: City of Edgewater - Chapter I80. P.S. Southern Reserve Area
Water and Wastewater Utilities
Dear Mr. Ayers:
The City of Edgewater is currently in the process of developing a master plan for
the City's Chapter 180, F.S. Southern Reserve Area as delineated on the attached
map. This letter is intended to notify you of the City's intention to provide water
and wastewater services adjacent to your established service area and determine
whether you would be interested in connecting to the City system when it is available.
We anticipate that the facilities should be available by December, 1990.
If you are Interested, please submit the capacity allocation application form attached.
It Is understood that you are under no obligation to connect to City facilities when
they become available. Your response will be helpful in completing our facilities
plan for this area and ensure that adequate capacity is provided to serve the area's
current and future water and wastewater needs.
Should you have any questions or wish to discuss this matter further, please don't
hesitate to contact Mr. Ron Ferland of Dyer, Riddle, Mills A Precourt, Inc., the
City's water and wastewater consultant, at (407) 896-0594 or myself. Your
cooperation and attention to this matter is greatly appreciated.
Sincerely,
L-c�
William Powers
City Manager
WP/
cc: Ron Ferland
CIP Committee
Titq of $bgewoter
POSTOFFICE BOX 100
EDGEWATER, FLORIDA020M
s—�
March 14, 1989
South Waterfront Park
Howard Hewson
4634 Nellie Street
Edgewater, Florida 32032
SUBJECT: City of Edgewater - Chapter 180, F.S. Southern Reserve Area
Water and Wastewater Utilities
Dear Mr. Hewson
The City of Edgewater is currently in the process of developing a master plan for
the City's Chapter 180, F.S. Southern Reserve Area as delineated on the attached
map. This letter is intended to notify you of the City's intention to provide water
and wastewater services adjacent to your established service area and determine
whether you would be interested in connecting to the City system when It is available.
We anticipate that the facilities should be available by December, 1990.
If you are interested, please submit the capacity allocation application form attached.
It is understood that you are under no obligation to connect to City facilities when
they become available. Your response will be helpful in completing our facilities
plan for this area and ensure that adequate capacity Is provided to serve the area's
current and future water and wastewater needs.
Should you have any questions or wish to discuss this matter further, please don't
hesitate to contact Mr. Ron Ferland of Dyer, Riddle, Mills 6 Precourt, Inc., the
City's water and wastewater consultant, at (407) 896-0594 or myself. Your
cooperation and attention to this matter is greatly appreciated.
Sincerely,
llgiEm
Aers
City Manager
W P/
cc: Ron Perland
CIP Committee
APPENDIX E
DRAFT
ACREEMENT BY AND BETWEEN
THE CITY OF EDGEWATER, FLORIDA AND
VOLUSIA COUNTY, FLORIDA
WHEREAS, Florida Statute Section 180.02 (1985) provides that any municipality
may extend and execute all of its corporate powers applicable for the accomplishment
of the purposes of Chapter 180, Municipal Public Works, outside of its corporate
limits, as may be desirable or necessary for the promotion of the public health, safety
and welfare, provided, however, that said corporate powers shall not extend or apply
within the corporate limits of another municipality, and,
WHEREAS, the "Utility Act of Volusia County, Florida" (Special Acts, Chapter
59-1958) as amended, provides that the County has the authority and power to grant
franchises in the County, outside of municipalities, and "to limit such franchise to such
utility or utilities, and to such area or areas, and to such time limitation, as the board,
in each instance, shall determine."; and
WHEREAS, the Local Government Comprehensive Planning and Land
Development Regulation Act, Chapter 163, Florida Statutes, as amended, and Rule
Chapter 9J-5, Florida Administrative Code, as amended, provide requirements and
guidelines regarding land use planning, establishment of "levels of service", capital
improvement programming for infrastructure requirements, inter -governmental
coordination and cooperation, consistency of comprehensive plans, both internally and
with adjacent jurisdictions, and concurrency of infrastructure provision with
development approvals; and
WHEREAS, the City currently owns and operates water treatment and
distribution and wastewater collection, treatment and disposal systems which have or
will have, additional capacity sufficient to service continued development within and
without the City's corporate limits; and
WHEREAS, the County desires to assure availability of water and sewer services
to areas designated for said services in the Volusia County Comprehensive Plan; and
WHEREAS, the City requests the County to grant to the City a franchise for the
provision of water and wastewater utility services and to designate a franchise area
within which the County shall not provide, nor allow the provision of, other central or
package water or central or package wastewater utility services; and
WHEREAS, the parties make and enter into this Agreement for the purpose of
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DRAFT .
accomplishing the goals and objectives hereld above;
NOW, THEREFORE, for $10.00 and other good and valuable consideration given
by each party to the other, the receipt and sufficiency of which is hereby
acknowledged, the parties hereto agree as follows:
1. The foregoing recitations are true, correct and incorporated herein by
specific reference.
2. Incorporated herein by specific reference, and attached hereto is a map,
being Exhibit 1, comprising the intended water and wastewater service areas of the
County and City, respectively, which may in the future be amended as hereinafter set
forth.
3. The map and legal description described as Exhibit 1 involves, in the public
interest, the results of studies, negotiations, engineering evaluations and analysis, and
examinations by the respective parties as to the best and most practical division of
potable water service and wastewater service areas, and methods for the provision of
such within the unincorporated County and the adjacent City of Edgewater. As to that
territory described in Exhibit 1, the City shall have the exclusive right to provide
potable water and wastewater service within the area marked "City of Edgewater
Water and Wastewater Service Area", both on a wholesale and retail basis as
determined herein. As to that area on Exhibit 1 marked "Potential Future City
Service Area", the City shall have the exclusive right to provide potable water and
wastewater service within such and should the County amend its Comprehensive Plan
to require such service in said area. As to the remaining area on Exhibit 1 marked
"Volusia County Water and Wastewater Service Area", the County shall have the
exclusive right to provide potable water and wastewater service within such area, both
on a wholesale and retail basis.
4. For its part, the County agrees that it shall not engage in the enterprise of
providing water or wastewater services, within the City Service Area and Potential
Future Service Area without the prior consent of the City, or in competition or
duplication of services with the City, except or unless the City is first given the
opportunity to provide such services, and has indicated that it cannot or does not
desire to provide such service. For purposes of interpretation of this provision, if,
within 6-months notice to do so, the City either cannot or will not provide water
and/or wastewater capacity commitment or within 24 months of that notice, cannot or
will not provide water and/or wastewater service to an area within the Service Area or
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DRAFT
Potential Future City Service Area`or if. the. City indicdtgs in advance that it will not
be able to provide such services, then the provisions of this paragraph are hereby
waived and the County shall be entitled to provide such water and/or wastewater
service. In the interpretation of this provision, it is mutually agreed and understood by
and between the parties hereto that the City shall, at all times, use its best efforts to
provide such water and/or wastewater services, it being the intention of the parties
that the City shall always have a prior right to provide water and/or wastewater
services within and without the areas within five (5) miles of corporate limits of the
City of Edgewater. The provisions of this Agreement shall be further subject to and
limited by commonly understood principles of force majeure.
5. The County hereby declares that although it believes it has the legal right,
it is not its intention to be the provider of potable water and/or wastewater services
within the boundaries of the City nor within the designated City Franchise and Service
Areas.
6. The County now provides potable water services to an area located within
the County that is commonly known as Indian Harbor Estates Mobile Home Subdivision.
For the interim, the County shall continue providing potable water service to such
area, it being mutually agreed and understood, however, that the City is interested in
providing potable water and wastewater service to such area and, at some point in the
future, the City may so provide such services under reasonable terms and conditions to
be determined between the City and County at the time of such provision of service.
7. In the charging and collection of rates, the City shall set rates which are
just, reasonable, compensatory, not unfairly discriminatory and in accordance with
existing laws and regulations. It is the mutual intention of the parties hereto that the
vehicle or idea of the provision of water and wastewater utility services shall not be
utilized by the City or County as a method or vehicle for the encouragement or
discouragement or hindrance of annexation.
8. Each party agrees that it will not unreasonably interfere with or withhold
consent for the use by the other of rights -of -way, express or implied easements or the
exercise of any other possessory interest which is now in use or which may become
necessary to effectuate the intent hereof. Each party will abide by the rights -of -way
use regulations of the other.
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DRAFT
9. The City agrees that -should the County desire wholesale potable water
and/or wastewater treatment service for County Service Areas from the City, the
City will negotiate and enter into wholesale service agreement(s) with the County
under such terms and conditions as may be mutually acceptable.
10. In accordance with Chapter 40, "Utility Act of Volusia County, Florida" as
amended, the City shall pay a franchise fee to the County in the amount of one
percent (1%) of the gross water and wastewater user fee revenues derived by the City
from the unincorporated service area of the City. Payments shall be made
semiannually, no later than May 1 and November I of each year and shall be based
upon collections from October 1 through March 31, and April 1 through September 30,
respectively.
11. The parties hereto recognize and agree that time is of the essence in this
Agreement. They additionally recognize and agree that failure of performance by any
party of the terms of this Agreement may result in injury to the other that may not be
adequately redressed by a remedy at law.
12. The parties hereto agree that at any time after the execution hereof they
will, upon the request of the other, execute and deliver such other documents and
further assurances as may be reasonably required by such other party in order to carry
out the intention of this Agreement. Each part agrees that should it fail to do all the
things necessary to complete this Agreement, through no fault of the other, that the
other shall have the right of specific performance of this provision.
13. Failure to insist upon strict compliance of any of the terms, covenants, or
conditions hereof shall not be deemed a waiver of such terms, covenants, or
conditions, nor shall any waiver or relinquishment of any right of power hereunder at
any one time or times be deemed a waiver or relinquishment of such right or power at
any other time or times.
14. This writing embodies the entee agreement and understanding between the
parties hereto, and there are no other agreements or understandings, oral or written,
with reference to the subject matter hereof that are not merged herein and superseded
hereby. No alteration, change or modification of the terms of this Agreement shall be
valid unless made in writing and signed by the parties hereto.
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DRAFT
15. It is agreed by and'befween the'parties hereto that all words, terms, and
conditions contained herein are to be read in concert, each with the other, and that a
provision contained under one heading may be construed equally applicable under
another in the interpretation of this Agreement.
16. All notices, demands, or other communications given hereunder shall be in
writing and shall be deemed to have been duly affected on the first business day after
mailing by U.S., registered or certified mail, return receipt requested, postage
prepaid, addressed as follows:
As to Volusia County:
Dr. Thomas C. Kelly
County Manager
Volusia County, Florida
123 West Indiana Avenue
De Land, Florida 32720-4612
with a copy to:
Richard M. Kelton
Assistant County Manager for
Development Services
Volusia County Florida
123 West Indiana Avenue
Deland, Florida 32720-4253
Daniel D. Edkert, Esquire
Assistant County Attorney
123 West Indiana Avenue
De Land, Florida 32720-4612
-AND-
As to the City:
David L. Mitchum, Mayor
City of Edgewater
P. O. Box 100
Edgewater, Florida 32032
-5-
with a copy to: DRAFT
Jose B. Alvarez, Esquire
City Attorney ~
141 East Indiana Avenue
Deland, Florida 32720
17. The County, and the City acknowledge that they each participated in the
drafting of this Agreement. In the event that any term of this Agreement shall be
interpreted by a court of competent jurisdiction, the Agreement shall not be construed
more or less favorably on behalf of any party hereto on the ground that such part was
or was not the drafter of this Agreement. ..
18. In connection with any litigation, including appellate proceedings arising
out of terms of this Agreement, the prevailing party shall be entitled to attorney's
fees and costs.
19. All terms of this Agreement, including all covenants, representatives and
warranties contained and made herein, shall survive the execution hereof.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed by their duly authorized representatives as of this _ day of
1989.
ATTEST:
County Manager
ATTEST:
City Clerk
VOLUSIA COUNTY, FLORIDA
BY:
County of Volusia, Florida
by Chairman, County Council
CITY OF EDGEWATER, FLORIDA
BY:
Mayor
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