Resolution 296-1989
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RESOLUTION NO. 296 -1989
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A RESOLUTION RATIFYING AND ADOPTING THE 1989
ANNUAL ASSESSMENT OF PUBLIC FACILITIES CAPACI-
TY REPORT PREPARED BY THE DIRECTOR OF PLAN-
NING PURSUANT TO SECTION 9.5-291, ET SEQ.,
MONROE COUNTY LAND DEVELOPMENT REGULATIONS;
FURTHER IDENTIFYING THOSE AREAS WHICH MAY
HAVE INADEQUATE SERVICE CAPACITY; MAKING
SPECIFIC FINDINGS THAT ALREADY ALLOCATED
DEVELOPMENT RIGHTS IN AREAS OF POTENTIALLY
INADEQUATE CAPACITY SHOULD BE PERMITTED TO
DEVELOP; AND IDENTIFYING FUNDING SOURCES; AND
INSTRUCTING THE PLANNING DIRECTOR TO PREPARE
A CONCURRENCY MANAGEMENT SYSTEM.
WHEREAS, the Monroe County Land Development Regulations,
Section 9.5-291, et seq., require that the Board of County
Commissioners adopt an annual assessment of public facilities
capacity each year; and
WHEREAS, it is desired to accept the report prepared by the
Planning Director; and
WHEREAS, the report indicates the service areas which may
have inadequate available capacity to serve residential and non-
residential growth and development in the subsequent twelve
months; and therefore,
BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF
MONROE COUNTY, FLORIDA:
Section 1.
The annual assessment of public facilities
capacity report, attached hereto and incorporated by reference,
prepared by the Director of Planning dated February, 1989, is
hereby approved pursuant to Section 9.5-291, et seq., Monroe
County Land Development Regulations.
Section 2.
The Board hereby specifically finds that the
County should consider alternative methods to provide for addi-
tional capacity in the affected service area, and provide for
rational permitting procedures,
which will ensure that development approvals are conditioned so
as to minimize the likelyhood of reaching inadequate facility
levels of service, and would therefore be preferable to motatoria
or to the permit allocation process which is presently dictated
by the County's Comprehensive Land Use Plan, Vol. II, to-wit:
a) Sec. 2-102(A)(3) which requires the County to "es-
tablish a land use management system that promotes orderly
and balanced growth in accordance with the capacity of avail-
able and planned public facilities and services;" and
b) Sec. 2-102(A)(4) which requires the County to "pro-
vide for affordable housing in close proximity to places of
employment in Monroe County;" and
c) Sec. 2-102(A)(5) which requires the County to "es-
tablish a land use management system that supports a diverse
and sound economic base;" and
d) Sec. 21-102(A)(6) which requires the County to
"protect the constitutional rights of property owners to own,
use and dispose of their real property;" and
e) Sec. 2-109 which requires the County to preserve
"existing community character;"
f) Sec. 2-110(A)(1) which requires the County, inter
alia, "To ensure that all development is served by adequate
public facilities."
Sed. 2-110(A)(2) "To ensure that public services are reason-
ably available to all economic segments of Monroe County."
g) Sec. 2-112 (B)(l) which requires the County, inter
alia, "To limit the location and intensity of future growth
and development to that level that can be reasonably support-
ed by existing and planned public or private facilities which
can be self supporting in an environmentally sound manner."
"To equitably distribute the burden of implementing a growth
management plan on the owners of all land."
"To promote infill development through bonuses and incentives
available through a discretionary review procedure."
Section 4. The Board of County Commissioners, can
discharge its responsibility under Section 9.5-292(b)(4),
Monroe County Land Development Regulations (MCLDR), which
requires the identification of the funding sources and method
of providing the additional transportation capacity now neces-
sary, by recommending the adoption of those measures which
were previously outlined in the Monre County Growth Manage-
ments Division report "Concurrency Strategy Alternatives" and
which are deemed most desirable and consistent with the "Ade-
quate Facilities Agreement" to be entered into between the
Department of Community Affairs (DCA) and Monroe County.
Section 5. The annual service capacity report indi-
cates that projected growth within the subsequent twelve
months could occur in the following areas which have inade-
quate solid waste service capacity.
a) All area north of
life of the Key Largo
three years.
Section 6. The Board of County Commissioners, in
discharge of its responsibility under Sec. 9.5-292(b)(4),
Monroe County Landfill Development Regulations, which re-
quires the identification of the funding sources and method
of providing the additional solid waste capacity now neces-
sary, hereby designates the following fundings sources and
methods for the area of potentially inadequate service capaci-
ty:
MM 92.5 due to projected
landfill of less than
a) Area north MM 92.5 service by the Key Largo
landfill.
1) Amend the MCLDR to allow landfill heights
to exceed 35 feet with a maximum of 65
feet, subject to meeting strict recycling
objectives.
2) Continue with implementation of the Solid
Waste Management Program as adopted by
the Board of County Commissioners facili-
ties county-wide to relieve growth pres-
sure on Key Largo by continuing with the
near term acquisition plans for expansion
on Long Key and Cudjoe Key and long term
acquisition plans for composting, recy-
cling and transfer sites in other areas,
and at site(s) in Dade County.
3) Utilize revenues currently raised by the
Municiple Service District (MSD) service
charges and/or special assessments.
4) Creation of a surcharge on all solid
waste service charges and/or special
assessments.
5) Increase the solid waste impact fees.
6) Utilize the Monroe County Land Authority
to accelerate the purchase of additional
(the Authority) sites. The Authority
will purchase the site{s) up front and
then convey them to the County as County
funds become available.
7) At the North Key Largo landfill site,
move the existing communications tower to
provide for an additional 2.5 acres of
landfill capacity.
Section 7. Pursuant to the requirements of Sec.
9.5-292 et seq. the Director of Planning is hereby directed
to prepare and initiate a concurrency management system as
described in the proposed "Settlement Agreement" between the
Department of Community Affairs and the County.
PASSED AND ADOPTED by the Board of County Commissioners of
Monroe County, Florida, at a regular meeting of said Board held
on the~day of /41'- ' A.D., 1989.
BOARD OF COUNTY COMMISSIONERS
OF MONROE COUNTY, FLORIDA
By9~~~
Mayor/Chairman
(SEAL)
Attest:DANNY L. ~OLHAG~ ~.
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~~ ~~".1J!~
Clerk
APPROVf AS TO FORM
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M E M 0 RAN DUM
To Board of County Commissioners
From: Donald Craig, ACA for Growth Management
Date: May 16, 1989
Re Ratification of 1989 Public Facilities Capacity Report
- - - - - - - - - - - - -
This memorandum requests the Board of County Commissioners
to ratify the 1989 Public Facilities Capacity Report.
Ratification of the report is required by Section 9.5-292 of the
land development regulations and is the first step toward
implementing a concurrency management plan.
The Report
Pursuant to Section 9.5-292 of the land development
regulations, the Planning Department has prepared the 1989 Public
Facilities Capacity Report. This report provides an assessment
of the county's ability to meet demand for roads, solid waste
disposal, potable water, and public schools in the Upper, Middle,
and Lower Keys service areas.
The report will be amended to incorporate comments by the
DCA and the FDOT. The DCA has already reviewed the report; their
comments are attached to this memo. County staff will meet with
the FDOT on 5/18/89 to discuss traffic level of service grades.
Determinations made at this meeting may lead to higher grades
than those reported in the annual assessment.
The Findings
Like last year's report, the 1989 assessment identifies
traffic and solid waste facilities as inadequate components of
the county's infrastructure. Traffic flow in parts of both the
Upper and Lower Keys service areas has slowed to levels below
that required by county regulations. Traffic conditions in parts
of all three service areas have deteriorated to the minimum
levels allowed by county regulations.
The county's solid waste facilities are similarly strained.
The Upper Keys landfill fails to provide the minimum capacity
required by county regulations. Both the Middle and Lower Keys
landfills have less than five years of remaining capacity.
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The Implications
For development in those areas operating below level of
service "0" traffic conditions or having less than 3 years solid
waste capacity, the land development regulations impose a permit
allocation procedure. Due to inadequate capacity at the Key
Largo landfill, this situation applies to all areas north of mile
marker 85. Due to inadequate levels of service for traffic, this
situation also applies to portions of Cross Key, Windley Key,
Islamorada, Big Pine Key, Big Coppitt Key, and Stock Island.
For those areas operating at level of service "0" traffic
conditions or having less than 5 years solid waste capacity, the
land development regulations require an area of critical county
concern (ACCC) designation. Due to inadequate capacity at the
Long Key landfill, this situation applies to all areas between
mile markers 42.5 and 92.5. Due to inadequate levels of service
for traffic, this situation also applies to Tea Table, Knight
Key, Summerland Key, Sugar loaf Key, and Saddlebunch Keys.
An Alternative
The concurrency management plan provides an alternative to
the permit allocation procedure and ACCC designations required by
the land development regulations. The county can implement a
concurrency management plan county by entering into a 380.032
agreement with the DCA. This type of agreement offers the
potential for greater flexibility and creativity when dealing
with inadequate public facilities. The first step toward
implementing a concurrency management plan is to ratify the 1989
Public Facilities Capacity Report.
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DCA Comments
1. Page 7 - signalized intersections - LOS should reflect travel
speeds and delays (HCM).
2. Secondary roads - LOS standard must be consistent with State
standards or guidelines. Use the public works ranking system
based on delay time ( See LOS criteria for local & collector
streets). Code requires LOS D on secondary roads.
3. Big Pine Access road - not a viable alternative.
4. FDOT 5 year plan is this construction or
engineering, and right of way?
planning,
5. Solid waste page 8
(height) and proposed DER rule
phasing schedule for closures.
consider local land regulations
on landfill closures. Include
6. Pages 13 and 14 - cite study.
7. Page 19 - commercial development - update to 1988 to include
effects of land use plan.
8. Where are the FDOT counter locations? Give time, date, etc.
9. Review rural vs. urban, developed vs. undeveloped categories
of LOS with FDOT.
10. Update counts (MM 79 - FDOT cited AADT of 17,000).
11. Use committed funding sources only.
12. Solutions should be based on existing land development
regulations (ie. if parallel roads and frontage roads will be
required then setback requirements must be strictly enforced).
Solid Waste
1. Page 26 Landfill capacity needs to be updated. Capacity
figures should reflect land development regulations (ie. height
restrictions).
2. Capacity should be adjusted to reflect increased load at Long
Key and Cudjoe due to Key Largo closure.
FKAA
1. Page 31- What is methodology to project consumption?
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1. 1989 PUBLIC FACILITIES CAPACITY REPORT
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ANNUAL ASSESSMENT OF PUBLIC FACILITIES CAPACITY
MONROE COUNTY PLANNING DEPARTMENT
CAPITAL IMPROVEMENTS DIVISION
MARCH 1989
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ANNUAL ASSESSMENT OF PUBLIC FACILITIES CAPACITY
KARCH 1989
Table of Contents
I. Introduction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
II. Findings. . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
III. Growth Analysis................................................ 10
IV. Transportation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 20
V. Solid Waste Disposal Facilities................................ 26
VI. Potable Water Facilities....................................... 30
VII. Educational Facilities................................ . . . . . . . .. 33
Appendix. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " 41
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1. INTRODUCTION
This report is the annual assessment of public facilities capacity
mandated by sections 9.5-291 and 9.5-292 of the Monroe County Land
Development Regulations. These sections require the director of
planning to submit to the Monroe Board of County Commissioners a report
on the capacity of roads, solid waste disposal sites, the potable water
supply, and schools in unincorporated Monroe County for each of the
service areas shown in Figure I and listed below:
A.
Upper Keys - Unincorporated Monroe County north of the Whale
Harbor Bridge;
B.
Middle Keys - Unincorporated Monroe County between the Seven'
Mile Bridge and Whale Harbor Bridge;
C.
Lower Keys - Unincorporated Monroe County south and/or west of
the Seven Mile Bridge.
As further required, this report includes 12-month projections of
residential and nonresidential growth and indicates by service area,
where there is inadequate capacity to serve this growth.
Section 9.5-291 requires that no building permit shall be issued
after February 28, 1988, unless the propos~d use is or will be serviced
by adequate public or private facilities. Section 9.5-29l(a)
also requires:
"After February 28, 1988, all development or land shall be served by
adequate public facilities in accordance with the following
standards:
1.
Roads.
a. U.S. 1 and County Road 905 within three miles of a parcel
proposed for development shall have sufficient available
capacity to operate at Level of Service D on an annual
average at all intersections and/or roadway segments.
b, All secondary roads to which traffic entering or leaving
the development or use will have direct access shall have
sufficient available capacity to operate at Level of
Service D on an annual averag(,.
c. All bridges along U. S. 1 within six: miles of the parcel
proposed for development shall have sufficient available
capacity to operate at Level of Service D on an annual
average.
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2.
Solid Waste. Sufficient capacity shall be available at a
solid waste disposal site within twenty-five miles of the
parcel proposed for development to accommodate all existing and
approved development for a period of at least three years from
the projected date of completion of the proposed development or
use.
3.
Potable Water. Sufficient potable water from an approved and
permitted source shall be available to satisfy the projected
water needs of the proposed development or Use. Approved and
permitted sources shall include cisterns, wells, FKAA
distribution systems, individual water condensation systems,
and any other system which complies with the Florida standards
for potable water.
4.
Schools. Adequate school classroom capacity shall be
available to accommodate all school age children to be
generated by the proposed development or use.
However, before development is limited, Section 9.5-292(4)(b)
requires the Board of County Commissioners to consider this assessment
and approve its findings with or without modifications. However, "In
the event to Board acts to increase the development capacity of any
service area, the Board shall make specific findings of fact as to the
reasons for the increase, including the source of funds to be used to
pay for the additional capacity required to serve additional development
to be permitted during the next 12-month period."
This report also identifies if capacity thresholds have been
exceeded for roads or solid waste landfills pursuant to section 9.5-473.1
which states:
"Areas
the annual
Concern:
of Monroe County which meet the following criteria in
report, shall be designated Areas of Critical County
a.
areas within twenty five miles of a solid waste site with
a minimum expected life capacity of less than five years;
b..
areas within three miles of any section of U.S. 1, State
Road 905 or any secondary road which is operating at Level
of Service D on a peak hour basis."
Once a threshold area has been identified, the process to
formally designate it an Area of Critical County Concern is outlined
in section 9.5-473 and requires consideration by the Development
Review Committee and Planning Commission. Ultimately, if the Board
of County Commissioners does adopt the designation, section
9.5-473(c) requires the designation to include;
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"specific findings regarding the purpose of the designation,
the time schedule for the planning effort to be implemented,
identification of the sources of funding for the planning and
potential implementing mechanisms, delineation of a work
program, a schedule for the work program and the appointment of
an advisory committee, if appropriate."
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II. Findings
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Growth The county has issued permits for approximately 1,200 new
dwelling units each year since 1980. The majority of these units have
been in the upper keys. Many of the dwellings may only be occupied on a
part time basis. Nevertheless, the demand for public facilities is
expanding and the part time occupancy of new dwelling units may result
in an adverse demand for services at peak times.
Transportation The traffic on U.S. 111, Stock Island, Big Coppitt
Key, Big Pine Key, Islamorada, Windley Key, and Cross Key exceed the
adequacy standard of section 9.5-292 (figure II), consequently, Monroe
County and the Florida Department of Transportation must act immediately
to rectify this deficiency. In addition, these areas pursuant to
section 9.5-473 may be designated Areas of Critical County Concern.
All the remaining two lane segments of U. S. 111, with the exception of
Duc Key and Craig Keys are operating at level of service "0".
Therefore, pursuant to Sectin 9.5-473(c), chese areas may also need to
be designated as Areas of Critical County Concern.
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At the unsignalized intersections of U.S. 1, the side street
movements are severely hindered at the east end of Plantation Key and
Marathon and thus are suspected to operate below the adequacy standard.
Therefore, these areas may also become Areas of Critical County
Concern. All the signalized intersections, except on Stock Island,
adequately handle through and side street traffic although at the
sacrifice of average travel speed.
Monroe County's secondary roads have sufficient capacity to handle
growth for many years. It is recommended the criteria for secondary
roads be changed to incorporate the point system established by the
public works department to rank the condition of roads.
The Florida Department of Transportation is the primary agency
responsible for U.S. 1. As such, they have taken the first step of
expanding capacity by already beginning an expansion in Plantation Key
and placing in their tentative Five Year Construction Plan, the addition
of two lanes to all of the existing two lane highway segments. However,
these last~rojects are as of yet unfunded.
The county has also began to improve the level of service on U.S. 1
on Big Pine Key by acquiring the easements for the Big Pine Key arterial
access road. In ordinance 1128-1985 the Board of County Commissioners
identified the fifth and sixth cent local option gas tax to fund this
project and the county is seeking assistanc~ from FDOT.
The sources of funds able to be used to pay for the additional
capacity required to serve additional development to be permitted during
the next 12-month period includes the traditional funding of the FDOT as
the lead agency responsible for U.S. 1.
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The Consolidated Primary Aid System Funds are the most appropriate funds
available to FDOT for improvements to U.S. 1 capacity. Additional funds
are available from Monroe County and include gas tax revenues and impact
fees.
Potable Water. The FKAA has undertaken sufficient measures to
ensure that the Keys will have the potable water necessary to serve both
the existing population and the growth expected over the next year in
all of the service districts. These improvements are funded by a system
development charge to new customers and a surcharge on water sales.
Solid Waste. The landfills in the middle and upper keys have less
than five years of capacity and thus should be considered for Areas of
Critical County Concern. In addition, the upper keys landfill does not
have the minimum capacity required by the county. However, the
Municipal Service District is currently seeking permits to expand the
capacity in the upper keys and the firm of Hazen and Sawyer is
developing specific actions the county can take. The county can fund
increases in capacity necessary to serve development permitted during
the next l2-month period ~ith service charges, tipping fees, ad valorum
taxes and impact fee.
Schools. The schools of Monroe County have sufficient capacity of
the next year; however, if the current grow~h trend continues, the upper
and middle keys will soon be deficient in school capacity unless the
planned construction is completed. The Lower Keys have excess capacity
available for the coming year. A few of these schools are approaching
capacity.
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III. GROWTII ANALYSIS
A. Introduction
Monroe County has a recent history, like most of Florida, of rapid
change in its population. The immigration from the north is well noted
and has provided the majority of this change. An additional factor is
the effect of the military population which has decreased substantially
over the past decade.
In Monroe County the population demanding public services is
composed of several distinct groups. Permanent residents live the
entire year in the county and exert fairly constant demand for
services. Nonpermanent or seasonal residents consist of people residing
in their own second home and stay up to six months at a time or visit
only on weekends. This nonresident population can contribute to a large
peak in demand for services. Finally, tourists also reside in the keys
on a short term basis, but cumulatively add to the overall population.
Tourists also add to a peak demand of services.
As the overall population grows, commercial development also grows.
If this occurs in existing commercial areas, the demand for facilities
can be managed. However, congestion may overwhelm capacity such as on
roads.
B. Buildin~ Permits
A general indication of growth is available by reviewing the number
of building permits issued. It should be realized not all permitted
dwelling units occupied by permanent residents. Nevertheless, as
indicated in Table III-I, there have been approximately 1,200 dwelling
units permitted each year with the majority occurring in the upper keys.
10
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Table III-1
New Residences ,by Planning Office for 1980-1988
Year
Lower Keys
Middle Keys
Upper Keys
Total
------------------------------------------------------------------
1988 388 226 347 961
1987 387 80 220 687
1986 533 246 849 1628
1985 524 158 577 1259
1984 293 157 326 776
1983 227 159 849 1235
1982 199 177 467 843
1981 357 444 1029 1830
1980 384 223 813 1420
------------------------------------------------------------------
Total
3292
1870
5477
10639
------------------------------------------------------------------
Average
365
207
608
1182
------------------------------------------------------------------
Source: Monroe County Planning Department
C.
Resident Population
1. Existing Population
The existing resident population of the Keys (excluding the City of
Key West) has been estimated at 45, 839 for 1989, to increase to 45,633
by 1990. See Table 111-2 for the breakdown of this population by
geographic area (Figures III-I, 111-2, & 111-3).
The model used here to project growth relies upon historical
patterns of growth in a planning area and the opportunity for additio~al
movement into the area, along with the natural change of the population,
to predict the expected population for each forecast zone. This model
does not attempt to project the military population, and the areas in
which it exists have been projected to have no change in population.
The model was developed specifically for Monroe County by Professor
James Hatchett, a faculty member of the U.liversity of Florida's Urban
and Regional Planning Program.
Using the 1970 U.S. Census of populat.ion for each forecast area,
aging it through to 1980 by the application of standard mortality rates,
and allowing for natural increase through the inclusion of births
derived from the number of women of child-bearing age, an anticipated
population in 1980 devoid of outside influence is obtained. A
comparison of this hypothesized population to the actual 1980 population
from the U.S. Census for each forecast area provides the migration
factor.
11
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Applying the natural factors of change to the 1980 population and
then including the migration element provides a population projection
for each forecast area. The rate of migration is adjusted over time to
reflect the decreasing area available for development in the county.
The adjustment for reduced developable area is made by tabulating the
number of vacant lots in each forecast area and filling them based upon
existing density levels.
2. 12 - Month Population Projection
The resident population of the Keys is expected to increase by 684
over the next year, a 1.5% increase over one year. See Table 111-2 for
a detailed breakdown of this growth allocated by planning area.
12
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PAED 1
7.
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PAED 2
7.
PAED 3
7.
PAED 4
7.
PAED 5
f
7.
PAED 6
7.
;
,
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PAED 7
7.
PAED 8
7.
PAED 9
7.
PAED 10
l(
7.
PAED 11
7.
PAED12
7.
PAED 13
7.
PAED 14
7.
PAED 15
L
7.
PAED 16
7.
PAED 17
7.
PAED 18
7.
PAED 19
MONROE COUNTY PROJECTED POPULATION 1985 TO 2005
By combined county planning area and
the 1980. census enumeration district
1980
4444
11.2
?Q'?
_.0_
7.5
1535
3.9
2398
6.0
2343
5.9
0.2
7559
19.0
97?
'-
2.4
785
2.0
414
1.0
1127
2.8
561
1.4
1440
3.6
2933
7.4
1831
4.6
1212
3.0
1798
4'.5
1962
4.9
653
7. 1.6
PAED 20 1831
7. 4.6
PAED 21 648
i. 1.6
PAED 22 221
7. 0.6
Total 39695
Seasonal
Ma;dmum 31496
*
1985
4874
11.3
2962
6.9
1785
4.1
2686
6.2
66
2751
6.4
66
0.1
8047
18.7
1013
1986
4944
11.3
2962
6.8
1840
4.2
2739
2849
6.5
66
0.1
8147
18.6
1020
~ ..,..
.::.~
0'-
.00.:>
2.2
481
1. 1
1182
2.7
639
1.4
1511
~ I::"
.....~
~~~...,
....:J_.....;,..,4
7.6
2030'
4.6
1328
3.0
2013
4.6
2053
4.7
735
1.7
1980
4.5
754
1.7
221
0.5
43789
38716
6 ?
.-
1987
5015
11.3
2962
6.7
1895
4.3
2792
6.3
2948
6.6
66
0.1
8247
18.5
1027
1988
5086
11.3
2962
6.5
1950
2845
6.3
3047
6.7
66
0.1
8348
18.5
1034
..... ..,..
...:...,j
1029
..... ..,..
..::..~
501
1.1
1191
2.6
670
1.5
1537
3.4
3472
7.7
2096
4.6
1363
3.0
2091
4.6
2081
4.6
764
1.7
2027
4.5
775
1.7
221
0.5
45156
41474
4.3
1989
5157
11.2
2962
6.5
2005
4.4
2898
6.3
3146
6.9
66
0.1
8448
18.4
1041
1990
5228
11.2
2962
6.4
2061
4.4
2951
6.3
3245
7.0
66
0.1
8549
18.4
1048
..., ...,
~...:..
1096
2.4
522
1.1
1200
2.6
702
1.5
1564
3.4
3613
7.8
2163
4.6
1398
3.0
2169
4.7
2110
4.5
793
1.7
2075
4.5
797
1.7
221
0.5
46533
43829
1995
5461
11.0
2962
6.0
2349
4.7
3170
6.4
3816
7..7
66
0.1
9002
18.1
1086
2.2
1261
..... =
~.-J
561
1.1
1220
..... =
...:...~
796
1.6
1609
"'!' ...,
~.""-
3948
7.9
2307
4.6
1474
3.0
2354
4.7
2187
4.4
871
1.7
2176
4.4
813
1.6
221
0.4
49710
49733
2000
5594
10.6
2962
5.6
2633
5.0
3399
6.4
4449
8.4
66
0.1
9379
17.8
1115
2.1
1438
2.7
615
1.2
1240
2.4
885
1.7
1638
3.1
4276
8.1
2422
4.6
1540
2.9
2529
4.8
2288
4.3
957
1.8
2266
4.3
824
1.6
'221
0.4
52736
55449
The /. indicates each PAED~s percentage of the total population
.., .,..
.:.. ~.
9:C:(1
2.1
471
1.1
1178
.., -
..::../
624
1.4
1498
3.5
3262
7.6
1997
4.6
1311
3.0
1975
4.6
2039
4.7
721
1.7
1957
4.5
744
1.7
221
0.5
43112
37407
..... '7'
..::..~
996
2.2
491
1.1
1186
2.7
655
1.5
1524
3.4
3402
7.6
2063
4.6
1345
3.0
2052
4.6
2067
4.6
749
1.7
2004
4.5
765
1.7
221
0.5
44472
40071
wl~"
L. ~.
1062
..., ,
........ -..J
511
1.1
1195
2.6
686
1.5
1550
3.4
3542
7.7
2129
4.6
1380
3.0
2130
4.6
2095
4.6
778
1.7
2051
4.5
786
1.7
221
'0.5
45839
"
42635
2005
5648
10.1
2962
I::" ..,.
~.,j
2930
5.2
3636
6.5
5155
9.2
66
0.1
9690
17.4
1157 -
2.1
1636
2.9
676
1.2
1263
..., ..,.
.....~
930
1.7
1650
3.0
4609
8.3
2525
4.5
1600
2.9
2707
4.8
2404
4.3
1061
1.9
2349
4.2
839
1.5
221
0.4
55714
61823
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Table 1II-2
Resident Population by Geo~raphic Area
Forecast Planning Population
Area Areas* 1987 1988 1989 1990
------------------------------------------------------------------
1 2,3 5,015 5,086 5,157
2 4,5,6,7 2,962 2,962 2,962
3 8,9,10 1,895 1,950 2,005
4 11,12,13,14
15,16,20 2,792 2,845 2,898
5 17,18,19 2,948 3,047 3,146
6 21 66 66 66
------------------------------------------------------------------
Lower Keys Subtotal 15,678 15,956 16,234
7 22,23 8,247 8,348 8,448
8 25 1,027 1,034 1,041
9 26 996 1,029 1,062
10 27 491 501 511
11 28 1,186 1,191 1,195
12 29,31 655 670 686
13 30 1,524 1,537 1,550
------------------------------------------------------------------
Middle Keys Subtotal 14,126 14,310 14,493
14 32 3,402 3,472 3,542
15 33 2,063 2,096 2,126
16 34 1,345 1,363 1,380
17 35 2,052 2,09] 2,130
18 36 2,067 2,081 2,095
19 37 749 764 778
20 38 2,004 2,027 2,051
21 39,40,41,42 765 775 786
22 43 221 221 221
------------------------------------------------------------------
Upper Keys Subtotal 14,668 14,890 15,112
TOTAL 44, 472 45,156 45,839
*Exc1udes City of Key West
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D. Seasonal Population
1. Existing Tourism
Tourists in Monroe County arrive primar.:.ly by car and by air, and to
a lesser degree by cruise ship. As reported by the Florida Department
of Commerce, Division of Tourism, there has been a steady rise in the
total number of out-of-state visitors from 381,078 in 1982 to 457,469 in
1984. This increase has been variously attributed to the increased cost
of vacationing overseas, the low cost of gasoline, the concern for
safety in other countries, and numerous other factors. There is no
doubt that the Keys have become a growing second home and vacation spot
for the Miami/Ft. Lauderdale metropolitan area.
An estimate of the seasonal population of the Keys has been made
based on figures provided by Hammer, Siler, George and Associates in
Volume I of the Monroe County Plan. The seasonal population for the
entire Keys was estimated to be almost 42,000 for 1987, rising to nearly
43,500 by the end of 1988 (see Table III -2 below). This seasonal
population is in the Keys for less than the full year, although exact
data are unavailable.
Table III-3
Seasonal Population by Geo~raphic Area
Area
Population
1988
1989
1987
-----------------------------------------------------------------
Lower Keys
Middle Keys
Upper Keys
15,117
13,437
13,437
15,646
13,908
13,908
16,194
14,395
14,395
-----------------------------------------------------------------
Total
41,991
43,462
44,983
Note: Seasonal population estimated by Hammer, Siler, George and
Associates to increase by 3.5% annually. Geographic breakdown based
on percent of resident population living in each area.
2. 12 - Month Projection
Season&l population growth over the next year is expected to by 3.5%
based on the projection prepared by Hammer, Siler, George and Associates
during the preparation of the Monroe County Comprehensive Plan. This
implies that the seasonal population of Monroe County will increase from
43,462 in 1988 to 44,983 in 1989, a total of 1,521 new seasonal
visitors. Currently, growth of the seasonal population of the Keys is
greater than that of the resident populat.ion, which has average 1. 5%
growth annually over the past several years.
18
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E. Commercial Development
1. Existing Commercial" Developments
From 1982 to 1986, commercial development has occurred in a fashion
consistent with the market demand for space in the Keys (see Table 111-4
below). On the average, approximately 280,000 square feet of commercial
space have been developed each year since 1982.
Table III-4
Commercial Development Since 1982*
1982
1983
1984
1985
1986**
-------------------------------------------------------------------
Sq. Ft. of
Space (x1,OOO)
114.4
419.5
253.0
270.3
355.7
*Note: Square footage derived from historic permit fees, not actual
measured extent of development.
**Estimate based on development from January through July.
2.
12 - Month Projection of Commercial Square Footage
The expected level of commercial development over the next year is
based on past trends since no more accurate study has been completed.
Using the five years as a basis for 1989, it appears that about 280,000
square feet of new commercial space will be developed throughout the
Keys. Of this figure, approximately 140,000 square feet can be expected
in the Upper Keys, and 70,000 square feet can be expected in both the
Middle and Lower Keys. It should be noted ~hat this is a summary figure
and is not broken down into individual commercial uses such as
restaurants, shopping centers or offices.
E. Conclusions
In conclusion, the projections indicate that Monroe County will
continue to increase in population. This growth will cause increased
demand for. infrastructure and services in the rural areas of the county
where these new arrivals are locating.
19
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IV. TRANSPORTATION FACILITIES
The purpose of this section is to identify deficiencies in the road
network of unincorporated Monroe County. This is done by proj ecting
traffic increases, describing the existing system and planned
improvements under construction, determining the capacity after the
improvements are made, and comparing the projected traffic with the
capacity.
A. Traffic Increases
As detailed in the growth analysis section of this report, there
will be additional permanent and seasonal residents, tourists, and
commercial businesses adding traffic to the road system. Each new
occupied dwelling will generate nearly ten new trips per day, a hotel
room four to ten trips per day and retailing a range of approximately
ten to several hundred trips per day per one thousand square feet of
gross floor area.
It is reasonable to assume the overall growth will add traffic to
U. S. 1. However" it is difficult to precisely estimate a general
impact and even more difficult to estimate local impacts. For instance,
some fill retail development may actually, shorten existing trip, and
thus reduce traffic at some locations. This may explain why as
indicated in Table 1, the changes in traffic flows has not been
consistent from year to year, or location to location. In fact some
places have remained fairly stable while traffic at other locations has
decreased or increased.
Finally without a calibrated traffic model, it is beyond the scope
of this report to make detailed traffic projections. Therefore, the
existing traffic conditions are reviewed and the existing level of
service is established.
B. U.S. 1 Roadway Segments and Bridges
1. Current Construction
The Florida Department of Transportation (FDOT) is currently adding
through lanes to U.S. 1 on Plantation Key and Harathon. The Department
has also added a turning lane on Windley Key.
L 2. Capacity Determination and Projected Deficiencies
L
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Table IV-l shows the historical Annual Average Daily Trips (AADT) as
established by FDOT at various count stations on U.S. 1. Table IV-2
also shows the highway capacities for level~ of service C and D and E as
established in the generalized daily level of service tables prepared by
the FDOT.
As shown in this table, U.S. 1 on Stock Island, Big Coppitt, Big
Pine, Islamorada, Windley Key, and Cross Key all operate below level of
20
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service D. In addition, all the two long segments of U.S. 1, except on
Duck Key and Craig Key, operate at level of service D. The remaining
roadway segments operate at acceptable levels of service.
The bridges on U.S. 1 generally operate at the same level of service
as the approaching roadway segments with the exception of the 4 lane
Bahia Honda Bridge. Finally, the Jewfish and Snake Creek
drawbridges operate below the level of service of the approaching
roadway segments and recently have been stuck such that traffic flow is
seriously hindered.
C. U.S. 1 Intersections
1. Existing Facilities and Service Levels
There are approximately 340 intersections on U.S. 1 indicated on the
Straight Line Diagrams prepared by the Florida Department of
Transportation. Eight of these intersections have traffic signals
(Table IV-2). These traffic signals facilitate cross traffic and allow
local traffic to enter and exit U.S. 1 by controlling through traffic.
The effect of these signals has been factored into the capacity of the
U.S. 1 approaches
At unsignalized intersections cross traffic must wait for breaks in
through traffic, and hinder through traffic because of the slower speeds
of vehicles entering and exiting U.S. 1.
21
TABLE IV-1
U.S. 1 CAPACITY ANALYSIS
1988
( 24 HR. 2-WAY 1988
NO. CAPACITY (2) LEVEL
THROUGH AADT (1) OF
STATION KEY HK LANES 1985 1986 1987 1988 LOSC LOS D LOS E SERVICE
R165 STOCK ISLAND 4.1 4 31,075 33,442 20,100 30,200 33,200 ElF
9 BOCA CHIC! 5.9 4 18,037 18,058 19,748 19,996 30,900 38,000 47,500 B
10 BIG COPPITT 9.7 2 12,904 13,679 10,352 15,856 7,500 12,300 23,300 E
106 SADDLEBUNCH 11.6 2 8,748 10,542 9,167 11 ,041 9,400 15,000 24,200 D
107 SUGARLOAF 16.4 2 8,051 NA 11,042 10,392 9,400 15,000 24,200 D
108 SWDIERLAND 23.6 2 8,426 NA 11,400 10,346 7,500 12,300 23,000 D
109 BIG PINE 29.4 2 9,504 11,404 9,557 11,948 7,500 11 , 300 15,100 E
16 NEWFOUHD KEY 32.4 2 7,031 11,959 12,556 9,400 15,000 24,200 D
66 KNIGHT KEY 46.9 2 6,390 7,853 10,310 8,499 7,500 12,300 23,000 D
110 HARATHON 48.1 4 18,979 18,668 18,604 19,318 26,400 27,920 29,360 A
45 CRAWL KEY 52.9 4 15,948 17,706 17,344 20,100 30,200 33,200 C
111 DOCK KEY 60.6 2 5,150 8,428 9,003 8,935 9,400 15,000 24,200 C
65 CRAIG KEY 71.4 2 6,783 8,230 8,441 7,635 9,400 15,000 24,200 C
43 TEA TABLE 78.0 2 8,252 11,486 9,765 9,400 15,000 24,200 D
-C 63 ISLAHORADA 2 AVERAGE OF TEATABLE/WINDLEY 14,207 7,500 11,300 15,100 E
101 WINDLEY 85.4 2 12,601 15,609 16,618 18,648 7,500 12,300 23,300 E
102 PLANTATION 90.4 2 17,578 21,270 21,993 24,441 7,500 11 , 300 15,100 F
AFTER EXPANSION WITH 2 MORE LANES 25,100 27,400 30,300 C
62 TAVERNIER 92.3 4 17,141 26,662 19,416 26,400 28,800 31,900 C
64 KEY LARGO 95.4 4 16,119 19,543 22,187 19,971 26,400 28,800 31,900 B
94 KEY LARGO 101. 4 4 26,088 17,970 21,482 26,400 28,800 31,900 B
R164 KEY LARGO 105.7 4 18,714 18,710 26,400 28,800 31,900 B
1 CROSS KEY 107.2 2 10,546 13,100 15,346 13,039 7,500 12,300 23,300 E
32 KEY LARGO 4 13,404 16,017 17,248 NA
2 H KEY LARGO 2 2,351 2,090 2,361 2,387 7,500 12,300 23,300 B
===============================================================================================================:=
(1) Florida Department of Transportation, District 6
(2) Florida Department of Transportation, Bureau of Multi-Modal Systems Planning,
Generalized Level of Service Tables, January, 1989
-,;{ j, -
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PAGEq 23 HAS BEEN OMITTED.
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Information on congested intersections was obtained from
representatives of the Monroe County Sheriff's Department, the Florida
Highway Patrol and field staff of the Planning Department. The most
congested intersections were the entrance to Key West and the
intersection with Junior College Road, Sombrerro Beach Road in Marathon,
the entrance to Key Colony beach and the general area at the east end of
Plantation Key. In addition, on Marathon, several pedestrians have been
injured attempting to cross the highway.
2. Deficiencies of U.S. 1 Intersections
No deficiencies for through traffic on U. S. 1 due to unsignalized
intersections have been identified. However, it is not clear what the
level of service is for the side street traffic, but clearly, at
congested, two-lane segments of U.S. 1, the side road traffic
experiences long delays.
At the intersections with traffic lights there are no deficiencies
for side street traffic. However, the presence of traffic signals
generally indicates that, the highway is functioning less as a rural
highway and more as an urban arterial. Consequently, the acceptable
average running speed is less.
D. Secondary Roads
1. Existing Road Network
The secondary road network covered in this report includes all
public roads other than U.s. 1 in unincorporated Monroe County.
Although extensive traffic counts have not been made all indication are
that the roads have very low traffic volumes due to small service area
and consequently are expected to operate well above Level of Service D.
In future reports perhaps the, appropriate criteria for these roads
should relate to whether they are in condition to carry traffic safely
at acceptable speeds, not solely the volume of vehicles.
In 1983, the public works department and county engineer prepared an
inventory of the county's roads with an evaluation of the condition of
each road ("Monroe County Road System Inventory and Analysis Report of
Priority Roadways"). According to this system, each road is rated on a
point basis. A score of 75 to 99 points will indicate a fair to poor
condition and a score of 100 to 160 will indicate a very poor
condition. This evaluation has now been updated and is a basis for the
Seven Year Capital Improvements Plans being prepared by the public works
department.
2. Deficiencies in the Secondary Road Network
Although there are few traffic counts for the secondary road system,
these roads are expected to operate at Level of Service C or better.
24
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It is recommended the criteria of the annual assessment of
capacities by revised to incorporate this point system and the planning
department work with the public works department and county engineer to
establish the minimal requirements for various sizes of roads.
E. Transportation Solutions and Fundin~ Sources
The FDOT plans to increase the capacity of u.S. 1 by the addition of
extra lanes as identified in the FDOT Five Years Construction Plan
(Table IV-3). However, these improvements are not yet funded.
In addition, the cross Big Pine key arterial access road is expected
to remove 3,300 vehicles from U.S. 1 (Monroe County Board of County
Commissioners Resolution 026-1986). This would improve the level of
service on U.S. 1. The county has already determined to fund this with
proceeds from the fifth and sixth cent local option gas tax and seek
funds from the State of Florida Local Government Cooperative Assistance
Program. Similarly, the level of service on other keys such as Big
Coppitt Key, Cudjoe Key, Summerland Key and Lower Matecumbe Key can also
be improved by constructing roads parallel to U.S. 1 to handle local
traffic.
(
In order to determine the most appropriate improvements, the
Planning Department will soon work with the county engineers, Post,
Buckley, Schuh and Jernigan, Inc. or other traffic consultants and the
FDOT to develop a traffic model of the county. This model also will
allow a full review of proposed development or changes to the Land Use
District Maps. This work will be funded by a grant from the Department
of Community Affairs. In addition, the FDOT Highway Planning and
Research Program has $100,000 available for planning in Monroe County.
In conclusion, U.S. 1 can be expanded or traffic on U.S. 1 reduced
by new roads. These projects can be funded by the FDOT with
Consolidated Primary Federal Aid System Funds, the State of Florida
Local Government Cooperative Assistance Program, local gas tax revenues
and local impact fees.
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V. SOLID WASTE DISPOSAL FACILITIES
A. Current Operations
There are currently three landfills operating within Monroe County,
corresponding to the Lower, Middle and Upper Keys -- Cudjoe Key, Long
Key and Key Largo. Collection services are provided by franchise
agreement to all areas of the county. After separation of
non-combustibles, solid waste is incinerated at each site and the ash is
used as cover in the landfills. Both the Key Largo and the Long Key
sites are nearing their capacity, and a major, state-funded feasibility
and design study by the firm of Hazen and Sawyer is underway to examine
the alternatives for replacement sites or technology. The facilities
and capacities of the existing three sites is shown on Table V-I below.
TABLE V-I
Solid Waste Facilities in Monroe County
Key Largo (Upper)
3 Incinerators @ 37.5 tons per day = 112.5 tons per day
1 Air Curtain Destructor = 10.0 tons per hour
Landfill with 60,000 cubic yards of remaining capacity.
Long Key (Middle)
1 Brush and wood crusher
3 Incinerators @ 37.5 tons
1 Air Curtain Destructor =
Landfill with 104,000 cubic yards of
per day = 112.5 tons per day
10.0 tons per hour
remaining capacity.
Cudjoe Key (Lower)
2 Incinerators @ 37.5 tons per day = 300.0 tons per day
Landfill with 40,000 cubic yards of remaining capacity or
320,000 cubic yards after current expansion.
Air Curtain Destructor under construction.
TOTAL
8 Incinerators @ 37.5 tons per day = 300.0 tons per day
2 Air Curtain Destructors = 20.0 tons per hour
3 Landfills with a total of 204,000 cubic yards of remaining
capacity or 484,000 cubic yards after current expansion.
-----------------
Source: Hazen and Sawyer ct. al. Site Screenigg Report, August 1987.
B. Existin~ and Proiected Demand
Historically the amount of solid waste processed at each landfill
has gradually increased. Table V-2 shows the amounts processed at each
landfill and the projected demand for the year 2000. As can be seen by
comparing the existing capacities from THble V-I with the projected
26
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demand, the county has sufficient solid waste processing capacity to
handle the demand till beyond the year 2000.
Table V-2
Historic and Proiected Solid Waste GE'neration (tons per day)
Year Key Largo Long Key Cudjoe Key
1981 48.8 74.3 41.5
1982 64.2 73.0 33.8
1983 83.4 79.7 39.3
1984 79.5 78.9 40.6
1985 78.3 79.2 43.7
1986 83.2 86.6 56.8
2000 102.8 102.8 65.2
Capacity 122.5 122.5 75.0
------------
Source: Hazen and Sawyer et. a!. Site Screenin~ Report, August 1987.
Monroe County Planning Department
However, after the solid waste is processed in the incinerators and
air curtain destructors, the residue and remaining materials must be
added to the landfills will be filled to capacity under existing
operations. It should be realized once a landfill can no longer accept
additional material, the demand on the other landfills will be increased
and thus reduce their projected life.
(
Table V-3
Proiected Landfill Capacities
Landfill
Volume
Remaining
Cubic Yards
Landfill
Reaches
Capacities
------------------------------------------------------------------------
Key Largo 60,000 1988-1989
Long Key 104,000 1992-1993
Cudjoe Key
- Existing 40,000 1990
- Expansion 320,000 2003-2004
----------
Source: Hazen and Sawyer et. a!. Site Scre€:nin~ RCQort, August 1987.
The continuing operational improvements and changes in existing
permits could extend the life of these sites several years.
Nevertheless, within one year the Key Largo landfill may be closed and
the Long Key site closed in five years.
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C. Deficiencies
The county has sufficient processing incinerator capacity to handle
the projected rates of solid waste generation. However, the areas
served by the Long Key and Key Largo landfills are approaching a
critical situation. The county has determined that any area not within
25 miles of a solid waste disposal site with five years capacity shall
be designated an Area of Critical County Concern (Section 9.5-987(a) and
that there be at least three years ca:_.acity for all existing and
approved development (Section 9.5-292(a). Table V-4 lists the areas
within 25 miles of each landfill.
Table V-4
Landfill Locations and Areas within 25 Miles
Landfill
Location
25 Mile Radius
-----------------------------------------------------------------------
Key Largo
MM 110
MM 85.0 north to County Line
Long Key
MM 67.5
MM 42.5 to 92.5
Cudjoe Key
MM 21. 5
Key West to MM 46.5
--------------
Source: Monroe County Planning Department
Consequently because the Key Largo landfill has less than 3 years of
capacity, the area north of mile marker 92.5 will not meet the minimum
county standard and the area from mile market 46.5 to mile marker 92.5
will be an Area of Critical County Concern.
D. Solutions and Fundin~ Sources
There are essentially three methods to extend the life of the
county's landfills.
1) Expansion of existing landfill areas or development of new
areas.
2) Recycling and reduction of the incoming waste stream.
3) Enhanced technology to process, recover, and reduce the solid
waste volume.
At this time the Municipal Service District is requesting permits to
expand the Key Largo landfill. This expansion would add at least three
years of capacity and cost approximately $10,000. The Municipal Service
District already has sufficient funds to pay for this expansion.
In addition, the firm of Hazen and Sawyer develop a solid management
plan for the county. The final plan was heard in a public hearing on
March 14, 1989. The Board of County Commissioners has adopted a 40%
recycling goal, committed to creating an interior central recycling
facility at Long Key, entering into a joint power agreement with the
City of Key West to manage solid waste, and adopted the finding of the
28
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final Hazen & Sawyer report. Finally the county has decided to
appoint a citizens risk force to identify the final landfill site and
recycling strategy.
29
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VI. POTABLE WATER FACILITIES
A. Current Service Levels
Potable water in the Keys is provided by the Florida Keys Aqueduct
Authority (FKAA). FKAA has a transmission water main serving the entire
Keys from the mainland. The water main begins as a 36" diameter main,
reduces at Plantation Key to a 30" diameter main, reduces at the east
end of the Seven-Mile Bridge to a 24" diameter main, and finally reduces
again at Upper Sugar loaf Key to an 18" diameter main. The main
continues as 18" diameter to Key West, except for the portions crossing
bridges which are 24" diameter. This main does not have adequate
capacity for sustained peak consumption for buildout. Construction is
planned for a 24" diameter main from Sugarloaf Key to Stock Island in
the mid 1990's.
In addition to the transmission from the mainland, FKAA has a
reverse-osmosis desalinization plant of Stock Island which is capable of
producing up to 2.7 million gallons per day (MGD). This plant is used
for system emergencies only. The system as a whole has water tank
facilities which provide, an overall storage capacity of 36 million
gallons system-wide.
The current water withdrawal permit under which FKAA operates (good
through 1995) allows an average daily withdrawal of 14.0 MGD, a maximum
daily withdrawal of 19.3 MGD, and a yearly maximum of 5. 11 billion
gallons. The 1988 usage figures were below this, with an average daily
withdrawal of 13.0 MGD, a peak daily withdrawal of 15.4 MGD and a total
annual withdrawal of 4.76 billion gallons. (This is approximately 93%
of the permitted withdrawal.)
The final link in the provision of potable water in the Keys is the
distribution lines. FKAA has approximately 500 miles of lines ranging
in size from 3/4 inch to 12 inches. FKAA is currently involved in a
program to replace deteriorated or undersized lines over a ten-year
period funded by a rate surcharge. Recent planning studies have
indicated a need to replace about 190 miles of distribution piping to
ensure adequate flow and pressure for domestic purposes.
Current service provided by FKAA ranges from marginal to adequate
throughout.the Keys. In certain areas, FKAA intends to install adequate
size lines to be able to provide fire flotols of 750 gallons per minute
(GPM) in residential areas and 2000 GPM in commercial, industrial and
high density residential areas. In the el/ent that fire protection is
opted for in these areas, only strategically located fire flow pumping
stations will be required to be constructed at that time.
Since the existing transmission I ine serves the entire Keys, and
storage capacity is an integral part of the system, the capacity of the
entire system has been considered togeth~r, rather than in separate
service districts.
30
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B. Demand
Demand for water is a function of the population and outside factors
such as droughts. Thus, future demand for water is difficult to predict
accurately. Nevertheless, a review of the historic withdrawal of water
by FKAA (Table VI-I) can be informative.
Table VI-1
FKAA Water Withdrawal
Year
Annual Withdrawal
(million gallons)
-------------------------------------------------
-C
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989*
2,930.4
2,965.4
3,050.8
2,854.9
3,101.1
3,497.3
3,390.2
3,467.5
4,138.6
4,641. 5
4,820.0
4,757.9
4,941.0
Note: Calendar year basis
*Assumes increase similar to 1986-1987
-----------------
Source: FKAA
C. Deficiencies
In 1988, the FKAA withdrew 93% of its permitted amount. It is
anticipated that an increase in the water withdrawal permit will be
required in early to mid 1990's.
D. Solutions and Fundin~ Sources
The FKAA has developed a long range Capital Improvements Plan to
improve the system and expand capacity. The FKAA has determined the
funds for these improvements will be paid by the existing surcharge on
water sales and impact fees charged to new growth. In 1988 the
following projects were completed:
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1.
Ramrod Key Pump Station was upgraded.
Total Cost - $162,000
2.
A new transmission pump station was completed in Marathon.
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Total Cost - $2,423,000
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3.
On Stock Island a new pumping station was constructed to pump
water at a higher pressure towards the mainland. This new
backup station will provide Monroe County with sufficient water
should the flow from the mainland be interrupted.
f
Total Cost - $627,624
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In 1989 the following projects will be accomplished:
I
1. At Florida City, work on the pump station, wells and treatment
plant will continue.
Total Cost - $13,149,000
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2.
Distribution System Improvements will be constructed in Key
West, Layton, Crains Subdivision - Grassy key, Indian Mounds
Subdivision - Sugarloaf, Sunrise Point and Holiday Homesites in
Key Largo.
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Total Cost - $4,700,000
3.
Construction of a new 0.5 MG Storage Tank on Big Coppitt Key.
Total Cost - $200,000
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VII. EDUCATIONAL FACILITIES
A. Current Service Levels
1.
Districts
The schools of Monroe County are split into three subdistricts which
are not precisely equivalent to the service areas
Comprehensive Plan (see Figures VII-1 through VII-3).
County School Board maintains records based on their
school board's data have been adopted here for the
report.
outlined in the
Since the Monroe
subdistricts, the
purpose of this
2. Subdistrict I
Subdistrict I extends from Key Largo to Lower Matecumbe Key and
includes twol elementary schools and one high school, as shown below.
Plantation Key Elementary is currently operating near capacity. Coral
Shores High School is operating just above capacity (see Table VII-1
below) .
Table VII-1
School Capacity - Subdistrict I
Facility
Capacity*
Oct. 21, 1988
Enrollment
Remaining
Capacity
------------------------------------------------------------------------
Coral Shores High 659 520 139
(9-12)
Key Largo Elementary/ 926 940 -14
Middle (K-8)
Plantation Key E1em/ 613 520 93
Middle (K-8)
------------------------------------------------------------------------
TOTAL
2,198 '
1,980
218
--------------
Source: Telephone conversation with Monroe County School Board.
* "Present Desirable Student Capacity"
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3. Subdistrict II
Subdistrict II extends from Long Key to the Seven-Mile Bridge and
includes one elementary and one high school, as show below. Both
schools presently have adequate capacity to service the existing
population (see Table VII-2 below).
Table VII-2
School Capacity - Subdistrict II
Facility
Capacity*
Oct. 21, 1988
Enrollment
Remaining
Capacity
-----------------------------------------------------------------------
Marathon High
(7-12)
Switlik Sue Moore Elem.
(K-6)
828
483
345
668
640
28
-----------------------------------------------------------------------
TOTAL
1,496
1,123
373
--------------
Source: Telephone 'conversation with Monroe County School Board.
* "Present Desirable Student Capacity"
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4. Subdistrict III
-( Subdistrict III extends from Bahia Honda to and including Key West
and includes six elementary schools, one middle school, one high school,
and one school for exceptional students. Gerald Adams Elementary School
is very near capacity (see Table VII-3 below).
Table VII-3
School Capacity Subdistrict III
Facility
Capacity*
Oct. 21, 1988
Enrollment
Remaining
Capacity
Key West High 1,689 1,192 497
(9-12)
Horace O. Bryant Middle 900 784 116
(6-8)
Gerald Adams Elementary 469 442 27
(K-5)
Archer/Reynold Elem. ;581 414 167
(K-5)
Poinciana Elementary 517 533 -16
(K-S)
Sigsbee Elementary 658 520 138
(K-6)
Sugar10af Elementary 841 816 25
( (K-6)
Mary Sands Center 138 40 98
(Exceptional)
-----------------------------------------------------------------------
-----------------------------------------------------------------------
TOTAL
5,793
4,741
1,052
---------------
Source: Telephone conversation with Monroe County School Board.
* "Present Desirable Student,Capacity"
37
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B. Expected Demand
-4r The population of school age children has been increasing due to the
increase in the resident population, discussed earlier, and the increase
in birth rates when the "baby boom" generation started having its
families several years ago. Table VII-4 shows school enrollments for
the last three years. These numbers can be somewhat mis leading since
students from one school may be assigned to another school the next
year. Nevertheless, the magnitude of the overall increase is
important. Thus in the fall of 1988, there could be roughly 4,900
students in the lower keys, 1,150 in the middle keys and 1,950 in the
upper keys.
Table VII-4
School Enrollment
Oct 25
1985
Oct 24
1986
Oct 14
1987
Capacity
-----------------------------------------------------------------------
Lower Keys
Mary Sands 128 81 44 138
Sugarloaf Elem. 525 701 759 841
Sigsbee Elem. 512 506 537 658
Poinciana E1em. 421 473 472 517
Archer/Reynold Elem. 416 411 433 581
( Gerald/Adams Elem. 364 404 459 469
TOTAL ELEMENTARY 2,238 2,495 2,660 3,066
Horace Bryant Middle 893 794 767 900
Key West High 1,144 1,296 1,205 1,689
-----------------------------------------------------------------------
TOTAL 4,403 4,666 4,676 5,793
-----------------------------------------------------------------------
Middle Keys
Switlick Elem.
Marathon High
536
547
532
549
573
530
668
828
TOTAL
----------~------------------------------------------------------------
1,073
1,081
1,103
1,496
-----------------------------------------------------------------------
Upper Keys
Plantation Key Elem.
Key Largo Elem.
Coral Shores High
509
585
649
508
607
676
518
655
666
538
855
659
TOTAL
-----------------------------------------------------------------------
1,743
1,791
1,839
2,052
-----------------------------------------------------------------------
GRAND TOTAL
7,229
7,538
7,618
9,341
39
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C. Deficiencies
Based on the preceding analysis, the educational facilities of
Monroe County are sufficient to cover next year's growth throughout the
Keys (see Table VII-4 below). If the current trend of greater
population growth in the Upper Keys continues, there will be a
deficiency over time; particularly at Coral Shores High School.
However, several factors may eliminate the problem.
In the fall of 1988 a portion of eighth graders currently attending
Coral Shores High School will attend Plantation Key Elementary. New
construction will help facilitate this transfer by increasing Plantation
Key Elementary's capacity by 161. New construction at Key Largo
elementary will also help relieve the overcrowding at Coral Shores. In
the fall of 1990, new classrooms will open and increase capacity by 71.
A portion of Coral Shores I seventh and eighth graders will attend key
Largo Elementary.
Enrollment in some schools in the lower keys has increased as much
as 25% in a single year, thus taxing the facilities at these schools.
Fortunately, the Lower Keys System has sufficient overall capacity, so
that redistricting can solve a single school's overcrowding problem.
40
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