Resolution 356-1990
lo .....__ . I
Growth Management
RESOLUTION NO. 356 -1990
A RESOLUTION ADOPTING THE R~VISED 1990 ANNUAL
ASSESSMENT OF PUBLIC FACILITIES CAPACITY
REPORT (THE REPORT) PURSUANT TO SECTION
9.5-291, ET.SEQ., MONROE COUNTY LAND DEVEL-
OPMENT REGULATIONS
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 report each year; and,
WHEREAS, the Board of County Commissioners adopted the 1990
annual assessment of public facilities capacity report (hereafter
referred to as "the report") on March 28, 1990, subject to minor
revision by the FDOT; and
WHEREAS, the Florida Department of Transportation and the
Florida Department of Community Affairs objected to the report's
assessment of transportation capacity; and
WHEREAS, the Board of County Commissioners and the Monroe
County District School Board have entered into an inter local
agreement addressing the inadequate school facilities identified
in the report; and
WHEREAS,
the report's assessments of transportation and
school capacities have been revised accordingly; now therefore
The Clerk of the Board is hereby directed to forward a certi-
fied copy of this resolution to the Florida Department of Communi-
ty Affairs.
PASSED AND ADOPTED by the Board of County Commissioners of
Monroe County, Florida, at a regular meeting of said Board held
on the
//t-It day of
\.J&4/'j
, A.D., 1990.
BOARD OF COUNTY COMMISSIONERS
ATTEST l>ANNY L. KOLHAGE, Clerk
OF MONROE COUNTY, FLORIDA
/
Gld.~
BY#-~flP/ By
Clerk
Mayor/Chairman
(SEAL)
Br
Page 2: Capital Facilities
Resolution
.'
MONROE COUNTY
PUBLIC FACiliTIES CAPACITY
.....
...
-
~
.
1990 ASSESSMENT
-
-
...
-
-
Revised June 27, 1990
Monroe County Growth Management Division
...
TABLE OF CONTENTS
-,-
"
':"
':~
Executive Summary
1. Introduction....................,.............................: 2
2. Growth Analysis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
3. Transportation Facilities...,............ . . . . . . . . . . , . . . . . . . . . . . .' 19
4. Solid Waste Facilities.........,.......,............,......., . . . 25
5. Potable Water Facilities..... . , . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
6. Educational Facilities. . . . . . . . . . . . . . . , . . . . . . . . . . . . , , . . . . . . . . . . . . 41
7. Areas of Marginal Capacity. , . . . . . . . . . , . . . . , . . , . . . . . . . . . . . . . . . . 53
8. Development Permit Monitoring. . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . 51
9. Areas of Inadequate Capacity........... . . . . . . . . . . . . . . . . . . . . . . 55
EXECUTIVE SUMMARY
The Monroe County Land Dev(~lopment Regulations mandate an annual
assessment of the capacity of the county's public facilities. More
specifically, the code requires a report on the amount of residential and
non -residential growth expected in the upcoming year, as well as an
assessment of how well the roads, solid waste facilities, water supply,
and schools will accommodate that growth.
In the event that public facilities have fallen or are projected to
fall below the level of service (LOS) required by the code, development
activities must conform to special procedures to ensure that the public
facilities are not further burdened. The code clearly states that
building permits shall not be issued unless the proposed use is or will be
served by adequate public or private facilities.
As required by the code, the Board of County Commissioners shall
consider and approve this report, with or without modifications. Any
modifications that result in an increase of development capacity must be
accompanied by findings of fact, including the reasons for the increase
and the funding source to pay for the additional capacity required to
serve the additional development. Once approved, this document becomes
the official assessment of public facilities upon which development
approvals will be based for the next year.
Residential Growth
Excluding Key West, Monroe County's 1989 resident population of
50,751 is expected to grow by 1,216 persons (2.3%) to a 1990 population of
51,967. The 1989 functional population of 97,092 (the combined resident
and seasonal populations) is expected to grow by 2,203 persons (2.3%) to
a 1990 population of 99,295.
If recent trends continue, the County will issue permits for an
additional 1,240 residential and seasonal units in 1990. The geographical
distribution of this growth is likely to be 620 units in the Upper Keys,
210 units in the Middle Keys, and 410 units in the Lower Keys. The
majority of this growth (60% to 70%) will be single-family homes,
Non -residential Growth
If recent trends continue, the County will issue permits for an
additional 330,000 square feet (sq ft) of commercial development in 1990.
The geographical distribution of this growth is likely to be 165,000 sq ft
in the Upper Keys, 82,500 sq ft in the Middle Keys, and 82,500 sq ft in
the Lower Keys.
ES-1
Transportation Facilities
The land development regulations set a traffic standard of LOS D, as
measured on an annual average daily traffic (AADT) basis. This standard
applies to:
a) all segments and intersections of US 1 and County Road 905 within
three (3) miles of a parcel proposed for development;
b) all bridges along US 1 within six (6) miles of a parcel proposed
for development;
c) all secondary roads with direct access to the proposed development
or use.
There are presently two segments of US 1 operating below the
County's minimum standard of LOS D. The 55 mph segment between the
County line and Jewfish Creek, approximately mile marker 112 to 108, is
operating at LOS E. The segment with two through lanes from Tavernier
to Upper Matecumbe Key, approximately mile marker 92 to 80, is also
operating at LOS E.
There are three segments of US 1 operating at the mmIDlUm standard
of LOS D. Those segments are the two-lane portion on Key Largo (MM
108 to 106), Lower Matecumbe to Long Key (MM 80 to 69), and Big Pine
Key to Big Coppitt Key (MM 34 to 9).
The remaining segments of US 1 are operating at LOS C or higher.
These determinations are based on traffic volumes measured by the FDOT
and the County's consultant, Post, Buckley, Schuh, and Jernigan, Inc.
The methods of analysis include the FDOT Generalized LOS Tables; the
two-way, two-lane V IC ratio inputs to the FDOT Generalized LOS Tables;
and Chapters 8, 9, and 11 of the 1985 Highway Capacity Manual.
The analysis necessary to ensure that all 340 intersections on US 1
are operating at LOS D or higher (see item a, from above) is not possible,
given the limited staff currently available to the County. Analysis of
the 450 miles of secondary roads is similarly unrealistic at this time
(see item c, from above). This report makes no assessment of LOS in
either case.
ES-2
Solid Waste Facilities
The existing Class 1 landfills on Key Largo, Long Key, and Cudjoe
Key, together with the 125,000 cubic yard expansion of Cudjoe Key, are
projected to have adequate capacity through fiscal year (FY) 1993. If a
Class 3 landfill were operational by 1992, the life of the Class 1
landfills would he extended through FY 1996.
The land development regulations require "sufficient capacity... to
accommodate all existing and approved development for a period of at least
three (3) years from the projected date of completion of the proposed
development or use." The three existing landfills, together with the
Cudjoe expansion, are estimated to have the capacity necessary to meet
this requirement.
Potable Water Supply
In 1989, the Florida Keys Aqueduct Authority (FKAA) withdrew 4.99
billion gallons of water from the Biscayne Aquifer. This amount was 98%
of the maximum annual withdrawal allowed by FKAA's current permit from
the South Florida Water Management District (SFWMD). In 1990, the FKAA
expects to withdraw 5. 11 billion gallons or 100% of the maximum allowed by
the permit.
The land development regulations require a water supply
"sufficient. . . to satisfy the projected water needs of the proposed
development or use." The FKAA estimates that the withdrawals allowed
under the existing permit will be adequate to meet this requirement.
Projections by the County Planning Department support this finding. To
ensure sufficient supplies beyond 1990, the FKAA is currently seeking a
permit modification from the SFWMD to allow increased withdrawals.
Educational Facilities
The February census taken by the Monroe County School Board
indicates that four (4) schools are currently operating over the capacity
recommended by the Florida Department of Education (FDOE). Those
schools are Key Largo Elementary/Middle (by 85 students), Switlick
Elementary (by 80 students), Sugarloaf Elementary/Middle (by 15
students), and Gerald Adams Elementary (by 11 students).
The land development regulations require "adequate school classroom
capacity. . . to accommodate all school-age children to be generated by the
proposed development or use." For the purposes of this report, adequate
capacity shall be that capacity determined by the FDOE. There is at least
one (1) school in the Upper Keys, Middle Keys, and Lower Keys
subdistricts that fails to meet this standa.rd.
The County Commission and the School Board have entered into an
interlocal agreement to ensure these deficiencies will be corrected either
before or during the 1990-1991 school year.
ES-3
Areas of MarKinal Capacity
The following areas are identified as having marginal public
facilities capacity:
Mile Marker
Area
Marginal Facility
108-106 Key Largo US Highway 1 (LOS D)
80-69 From L Matecumbe Key US Highway 1 (LOS D)
To Long Key
34-9 From Big Pine Key US Highway 1 (LOS D)
To Big Coppitt Key
Development Pennit MonitorinK
The land development regulations allow development to continue in
areas of marginal public facility capacity J provided the County's LOS
standard is not exceeded. To implement this requirement of the code J all
applications for development involving more than 10 trips per day will
include a traffic impact study. Single family homes and mobile homes will
be exempt from this requirement J as they fall under the 10 trip per day
threshold. The traffic study will estimate the number of new trips the
project will generate J by mile marker J within the areas of US 1 with
marginal capacity. To ensure the use of professional methodologies and
standards J the study will be prepared by a qualified traffic engineer or
traffic planner. The County will use the traffic studies to maintain a
running total of the new trips permitted in areas of marginal capacity and
to determine when each area's capacity has been consumed.
ES-4
Areas of Inade9!!ate Capacitx
The following area!': are identified as having inadequate public
facilities capacity:
Mile Marker
Area
Inadequate Facility
112-108
Cross Key
US Highway 1 (LOS E)
112-93
From County Line
To Key Largo
Key Largo Elementary/Middle School
(85 students over capacity)
92-80
From Tavernier US Highway 1 (LOS E)
To Upper Matecumbe
63-47
Prom Conch Key
To 7 Mile Bridge
Switlick Elementary School
(80 students over capacity)
40-9
From 7 Mile Bridge
To Big Coppitt
Sugarloaf Elementary/Middle School
(15 students over capacity)
9-4
From Boca Chiea
To Stock Island
Adams Elementary School
(11 students over capacity)
The only type of development allowed within areas of inadequate
capacity is development that has no impact on inadequate facility, except
where the developer has agreed to improve the facility to the LOS
standard. Applicants for development approval must prepare a report
demonstrating one of the following:
,:c the development will not reduce the capacity of the facility;
,:c the necessary facilities are in place at the time the building
permit. is issued;
':< a development permit is issued subject to the condition that the
necessary facilities and services win be in place when the impacts
of development occur;
,:c the necessary facilities are under construction at the time a
permit is issued;
':< the necessary facilities and services are guaranteed in an
enforceable development agreement;
,:c the necessary facilities and services will be served by a
concurrency management system which meets the requirements of
Rule 9J-5, FAC or Chapter 163, FS.
For inadequate school facilities, the
County Commission and the School
requiremen ts .
interlocal agreement between the
Board serves to fulfill the above
ES-5
INTRODUCTION
About This Report
This report is the annual assessment of public facilities capacity
mandated by Section 9.5-292(b) (3) of the Monroe County Land Development
Regulations. The regulations require the Director of Planning to prepare
a report on the amount of residential and non -residential growth expected
in the upcoming year, as well as an assessment of how well the roads,
solid waste facilities, water supply, and schools will accommodate that
growth.
In the event that public facilities have fallen or are projected to
fall below the level of service (LOS) required by the code, development
activities must conform to special procedures to ensure that the public
facilities are not further burdened. The code clearly states that
building permits shall not be issued unless the proposed use is or will be
served by adequate public or private facilities. Once approved by the
County Commission, this document becomes the official assessment of public
facilities upon which development approvals will be based for the next
year.
The code requires the report to consider a one year planning horizon
and the service areas identified below.
Upper Keys - Unincorporated Monroe County north of the Whale
Harbor Bridge;
Middle Keys - Unincorporated Monroe County between the Seven Mile
Bridge and Whale Harbor Bridge;
Lower Kpys - Unincorporated Monroe County south and/or west of the
Seven Mile Bridge.
Unfortunately, the data available on population and public facilities does
not always conform to the above boundaries for the Upper, Middle, and
Lower Keys. This report makes use of the best available data, aggregated
as closely to the above boundaries as possible.
As further required, this report identifies areas of marginal and
inadequate public facility capacity and includes a development permit
monitoring system for each service area.
Board Action Required
Section 9.5-292(b)(4) requires the County Commission to consider this
assessment and approve its findings either with or without modifications.
The Commission cannot act to increase development capacity without making
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 the additional development.
2
Public Facility Standards
Section 9.5-291 states that no building permit shall be issued after
February 28, 1988, unless the proposed use is or will be serviced by
adequate public or private facilities. Section 9.5-291(a) also states:
"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 (3) miles of a
parcel proposed for development shall have sufficient
available capacity to operate at level of service D as
measured on an annual average daily traffic (AADT) basis 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 eapacity to operate at level of service
D as measured on ~n annual average daily traffic (AADT)
basis;
c. All bridges along U. S. 1 within six (6) miles of the parcel
proposed for development shall have sufficient available
capacity to operate at level of service D as measured on an
annual average daily traffic (AADT) basis;
d. In areas which are served by inadequate transportation
facilities, development may be approved provided that the
development in combination with all other development will
not increase traffic volumes by more than five (5) pArcent
above the 1989 FDOT traffic counts;
e. Within thirty (30) days of the receipt of the official 1989
FDOT traffic counts of U. S. Highway 1 the county shall
publish a notice informing the public of the available
transportation capacity for each road segment of U. S. 1 as
described in the County's annual Public Facilities Capacity
report. The available capacity shall be expressed in terms
of number of trips remaining until the adequate
transportation facilities standard is exceeded. The notice
shall be published in the nonlegal section of the local
newspapers of greatest general circulation in the lower,
middle, and upper keys.
2. Solid Waste: Sufficient capacity shall be available at a solid
waste disposal site to accommodate all existing and approved
development for a period of at least three (3) years from the
projected date of completion of the proposed development or use.
The Monroe County Solid Waste and Resource Recovery Authority
may enter into agreements, including agreements under Section
163.01, Florida Statutes, to dispose of solid waste outside
Monroe County.
3
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.
Areas of Critical County Concern
This report identifies the areas within
operating at LOS D on a peak hour basis.
such areas may be designated as Areas
(ACCC), pursuant to Section 9.5-473 .1.
three (3) miles of roads
A t the Board's discretion,
of Critical County Concern
Once a threshold area has been identified, the ACCC designation
process is outlined in section 9.5-473. Consideration by the Development
Review Committee and Planning Commission is required. Ultimately, if the
County Commission does adopt the designation, section 9. 5-473(c) requires
the designation to include:
"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."
4
Recent Amendments
Over the past year there have been many amendments to the public
facilities section of the regulations. For brevity's sake, only the
topics of the relevant amendments are summarized below. Contact the
Planning Department for the actual language.
- definition of level of service {second round, PD 15}
- definition of road capacity {PD 18C}
- amended section title {DCA rule, page 21, item 21(a)}
- clarification of standard {second round, PD 117}
- 5% increase in traffic volumes in areas of inadequate
transportation capacity {DCA rule, page 21, item 21(b)}
- public notice of remaining transportation capacity {DCA rule, page
21, item 21(c)}
- deletion of 25-mile solid wash~ requirement {DCA rule, page 21,
item 21(d)}
- monthly reports to Administration Commission {DCA rule, page 24,
item 23}
- amended subsection title {DCA rule, page 22, item 22 (e) }
- contents of the annual report on public facilities capacity
{DCA rule, page 22, item 21(f)}
- amended paragraph title {DCA rule, page 22, item 21 (g) }
- deletion of terms "allocation" and "allocative" {DCA rule, page 22,
item 22 (h) }
- areas of inadequate and marginally adequate facility capacity {DCA
rule, page 22, item 22 (i) }
- ACCC threshold designations {DCA rule, page 23, item 22 (a) and
(b) }
5
GROWTH ANALYSIS
Residential Development
Population projections are one means of gauging the amount of
residential development a county can expect in the coming years. In
Monroe County, the demand for residential development comes, primarily
from permanent residents, seasonal residents, and tourists. If these
populations are expected to grow, then the number of residential and
seasonal housing units can also be expected to grow. While it is
difficult to predict the exact number of people who will visit or reside
in the County in a given year, trends and projections provide useful
benchmarks for anticipating changes in each of these populations.
Permanent residents spend most or all of the year in the county and
therefore exert a relatively constant demand for services. Their demand
typically affects all four of the public facilities reviewed in this
report: roads, solid waste, potable water, and schools. The table below
summarizes the historical and projected resident population from 1980 to
2020.
Based on this data, the county's 1990 population is projected to be
80,500 residents, an increase of 1.9% or 1,504 residents over 1989. This
projection includes the populations of Key Colony Beach, Layton, and Key
West.
Permanent Resident Population By Year
Key Colony
Year Beach Key West
Layton
Unincorporated
Total
1980 977 24,382 88 37,741 63,188
1981 1,007 24,709 91 38,361 64,168
1982 1,008 24,864 94 39,782 65,748
1983 1,027 24,968 99 40, 511 66,605
1984 1,041 25,154 104 42,453 68,752
1985 1,052 26,001 104 43,572 70,729
1986 1,136 26,216 111 45,008 72,471
1987 1,162 26,680 114 46,567 74,523
1988 1,269 27,795 118 47,821 77,003
1989 78,996
1990 80,500
1995 86,500
2000 91,400
2005 94,300
2010 97,200
2020 107,700
Source: Florida Statistical Abstract, 1982 -1990
6
Non -permanent or seasonal residents consist of persons residing in
their second home, with tenures ranging from occasional weekends to as
long as six months. The tourist population consists of those persons who
rent or borrow accommodations, typically staying less than two weeks.
Having tenures of six months or less, the seasonal population of both
seasonal residents and tourists creates a more variable demand for public
services. The seasonal population also makes up a substantial portion of
the peak demand for public facilities,
Many public facilities are designed based on the peak demand. To
help assess peak demand, the permanent and the peak seasonal populations
are often combined to give a "functional" population, or the maximum
population demanding services. The table on the following page shows the
resident, seasonal, and functional populations for 22 subdistricts of the
county, from 1989 to 1990, excluding Key West. The boundaries of these
subdistricts are shown on the maps following the table.
Based on this data, the 1990 resident population for the county
(excluding Key West) is projected to be 51,967 persons, an increase of
1, 216 persons (2. 3%) over the previous year. This figure breaks down to
an increase of 431 persons (2.6%) in the Upper Keys, 370 persons (2.3%)
in the Middle Keys, and 415 persons (2.3%) in the Lower Keys.
The 1990 seasonal population for the county is projected to be 47,328
persons, an increase of 987 persons (2. 1%) over the previous year. This
figure breaks down to an increase of 356 persons (2.3%) in the Upper
Keys, 297 persons (2 . 0%) in the Middle Keys, and 334 persons (2.0%) in
the Lower Keys.
Combining the resident and seasonal populations, the 1990 functional
population for the county is projected to be 99,295 persons, an increase
of 2,203 persons (2.3%) over the previous year. This figure breaks down
to an increase of 787 persons (2.5%) in the Upper Keys, 667 persons
(2.2%) in the Middle Keys, and 749 persons (2.2%) in the Lower Keys.
7
Population by Enumeration District/Planning Area (EDPA)
(excluding Key West)
EDP A 1989 1989 1989
Area Resident Seasonal Functional
Lower Keys
1 5,688
2 3,301
3 2,235
4 3,200
5 3,504
6 80
Subtotal 18,008
Middle Keys
7 9,345
8 1,168
9 1,168
10 559
11 1,321
12 762
13 1,727
Subtotal 16,050
Upper Keys
14 3,911
15 2,336
16 1,524
17 2,336
18 2,336
19 863
20 2,286
21 863
22 238
Subtotal 16,693
Total
50,751
5,195
3,015
2,041
2,922
3,201
46
16,420
8,535
1,067
1,067
510
1,206
696
1,577
14,658
3,572
2,134
1,392
2 , 134
2,134
789
2,087
789
232
15,263
46,341
10,883
6,316
4,276
6,122
6,705
126
34,428
17,880
2,235
2,235
1,069
2,527
1,458
3,304
30,708
7,483
4,470
2,916
4,470
4,470
1,652
4,373
1,652
470
31,956
97,092
1990 1990 1990
Resident Seasonal Functional
5,820
3,326
2,286
3,274
3,637
80
18,423
9,561
1,143
1,247
572
1,351
779
1,767
16,420
4,053
2,390
1,559
2,442
2,338
883
2,338
883
238
17,124
5,301
3,029
2,082
2,982
3,313
47
16,754
8,708
1,041
1,136
521
1,230
710
1,609
14,955
3,691
2,177
1,420
2,224
2,130
805
2,130
805
237
15,619
51,967 47,328
11,121
6,355
4,368
6,256
6,950
127
35,177
18,269
2,184
2,383
1,093
2,581
1,489
3,376
31,375
7,744
4,567
2,979
4,666
4,468
1,688
4,468
1,688
475
32,743
99,295
Sources: BRW, Inc., 1990; James Hatchitt, Description of a Population
Model for Monroe County, 1987.
8
\:7
~
~
~
#
It~
<0
-
c-.
..Q
..
It)
~
~
~
~
~
~
~C:l'
~
~
~
~
o
"
--
,
~
u
:)
mCl
>W
w~
~:J
a:o
w~
~i
w>-
::r::W
t-~
2
o
a:
....
~
~
Q,.
\\
~
t\I
--
)..
~
~
~
~
~
,
W
lD
~
:)
U
~
~;
Wa:
~;
WO
......a
CO
Ct-
->
::EW
:ll:
Wen
:J:~
~CJ
~
~
o
a:
II.
!
!
!
"%.
4-
~
~
o
~
~
"%.
4-
-1
'4.
<::::7
~
(Q
~
~
Q
a:
~
\a...
o~
to
,!
If)
--
!
!
o
~
c
o
....
(/)~
>0
W~
~w
a:m
W2
Q.8
~i
Wa:
:CW
t-A,
A,
:::)
2
o
a:
&I.
Building permits issued for housing provide another measure of
residential development. The table on the following page summarizes the
permits issued from 1985 to 1989 for five different types of housing.
Many of these units are built for seasonal and tourist use. The hotel and
motel units will almost exclusively house tourists. Whether they spend
the night or a lifetime, each person occupying a unit will impact the
county roads, landfills, and water supply.
Note that this data excludes permits issued in Key West, Key Colony
Beach, and Layton. Also note that the boundaries between the Upper,
Middle, and Lower Keys used in this data are slightly different than those
used in Section 9.5-292 of the land development regulations.
A straight line projection over the past three years indicates there
will be roughly 1,240 additional residential and seasonal units in the
county in 1990. This number represents a 12% increase over the number
of units permitted in 1989. If historical trends continue, about half of
the new 1240 units will be permitted in the Upper Keys (620 units), about
one-third will be in the Lower Keys (410 units), with the remainder in the
Middle Keys (210 units). The three year trend indicates that 60% to 70%
of these additional units will be single-family residences.
12
Residential and Seasonal Units Permitted by Year
(Unincorporated Monroe County)
Single Multi Mobile Hotel!
Family Duplex Family Home/RV Motel Total
--------------------------------------------------------
1985
- Upper Keys 461 18 16 75 0 570
- Middle Keys 99 24 16 19 0 158
- Lower Keys 420 16 16 72 0 524
Subtotal 980 58 48 166 0 1,252
1986
- Upper Keys 722 34 160 na 136 1,052
- Middle Keys 113 54 97 na 0 264
- Lower Keys 442 14 14 na 28 498
Subtotal 1,277 102 271 na 164 1,814
1987
- Upper Keys 185 12 64 4 179 444
- Middle Keys 46 4 0 0 0 50
- Lower Keys 243 0 0 113 0 276
Subtotal 474 16 64 117 179 770
1988
- Upper Keys 208 2 134 5 28 377
- Middle Keys 85 10 86 4 59 244
- Lower Keys 259 0 3 4 0 266
Subtotal 552 12 223 13 87 887
1989
- Upper Keys 252 2 217 26 110 607
- Middle Keys 84 12 0 5 1 102
- Lower Keys 395 0 0 4 0 399
Subtotal 731 14 217 35 111 1,108
1985 to 1989
- Upper Keys 1,828 68 591 110 453 3,050
- Middle Keys 427 104 199 28 60 818
- Lower Keys 1,759 30 33 113 28 1,963
Total 4,014 202 823 251 541 5,831
-------------------------------------------------------------------------
RV = recreational vehicle na = not available
Note: Upper Keys - north of Fiesta Key
Middle Keys - Seven Mile Bridge to Fiesta Key
Lower Keys - south of Seven Mile Bridge
Source: Monroe County Building Department, 1990
13
en
.......
g
D (J) ~
CD ....-- <Xl
-+--' C/) (J)
-+--' CO ,--
E CD
\....- (f)
\....- CO >-
CD (J)
CL y:
D "-
CD <Xl (J)
C/) -+--' <Xl ~
-+--' CO (J) 0
,-- ---1
C \....-
=:> 0 m
0.
\....-
CO 0 L
C U I"- m (f)
0 C <Xl ~ >-
CJ) (J)
C/) -- y:
c ,--
CO =:> (J)
CD D
--- D
(j) (J) :2:
0() CO co [J
(J) <Xl c
CO -- CJ) (J)
,-- E
-+--' I .......
'-
c (f) co
>- Q.
CD LO (J) (J)
D y: 0
CO "-
-- (J) CJ)
C/) (J) (fJ LO 0... c
CD ........ <Xl 0... -0
-- C CJ) :)
IT ~
=> ,-- rn
'+- ~ >.
0
c
it ~
0
0 0 0 0 0 0 0 0 0 0
0 LO 0 LO 0 LO 0 LO . .
0 I"- LO N 0 I"- LO N (J)
N ,-- ,-- ,-- ,-- 0
'-
~
0
(j)
cf<cf< cf<
C')C\! 0
~C') 0
--
D
Q) ..-----.....
-+-' (f)
-+-' en
E Q)
~
~ en
Q)
LD
(f)-ill
-+-' en
cf<
e ~ 0
=> 0 CD
U CD
- ~ >-
en 0
e u E
CCi
0 e -
I
(f)-- CD
ene -
0)
Q)=> C
(f)
0)--
c<5g
-0)
en ,---
x CD
(]) := 2
-..0 '-..
0.0
62
cf<cf< cf<
~l!) en
-- -- (J)
xCD 2
CD:=
-..0 '-..
0.0
62
cf<
CD
(J)
--
>-
E
CCi
-
I
.......
::JO)
2m
0)
,---
.......
-+-' C
e I CD
m E
Q) .......
co m '--
D cf< co
m 0) 0.
-- -- (])
(f) 0) cf< l!) ,--- 0
Q) N N
,--- Q)
IT: N c
CD >-
D
>- E ~
CCi --
E - co
I
CCi ....... >-
- .......
I ::J C
CD 2 ::J
0) 0
c ()
(f) CD
0
'--
:J
0
if)
Non -residential Development
With very little industrial and agricultural activity in the Keys, the
predominant form of non-residential development is commercial. The
impacts of commercial development on public facilities is highly dependent
on the type of commercial use. For example, fast food restaurants
generate lots of solid waste, while dive shops do not.
Commercial and residential development tend to fuel one another.
Residential populations provide a market for commercial activities.
Commercial development, in turn, drives population growth by providing
services and employment. Commercial uses also tend to concentrate the
demand for public facilities in a certain time and place. For example,
consider how rush hour traffic volumes increase near a shopping center.
One measure of the number and size of commercial developments is the
historical record of building permits. The table on the following page
summarizes the permits issued from 1986 to 1989. Unfortunately, data on
the type of commercial development is not currently available. Again,
note that the boundaries between the Upper, Middle, and Lower Keys used
in this data are slightly different than those used in Section 9.5-292 of
the land development regulations, and that the data excludes Key West,
Key Colony Beach, and Layton.
A straight line projection over the past two years indicates 1990 will
bring an additional 330,000 square feet (sq ft) of commercial development
to the county in 1990. This number represents a 23% increase over the
commercial area permitted in 1989. If last year's trends continue, about
half of the new commercial development will be permitted in the Upper
Keys (165,000 sq ft), about one-quarter will be in both the Middle Keys
and Lower Keys (82,500 sq ft).
16
Commercial Development Permitted by Year
(Unincorporated Monroe County)
Permits Issued Area (sq ft)
----------------------------------
1985
- Upper Keys na na
- Middle Keys na na
- Lower Keys na na
Subtotal na na
1986
- Upper Keys 16 78,804
- Middle Keys 17 75,010
- Lower Keys 32 143,192
Subtotal 65 297,006
1987
- Upper Keys 15 328,563
- Middle Keys 10 17,427
- Lower Keys 13 31,948
Subtotal 38 377,938
1988
- Upper Keys 23 122,542
- Middle Keys 18 50,719
- Lower Keys 14 34,004
Subtotal 55 207,265
1989
- Upper Keys 35 131,157
- Middle Keys 12 68,308
- Lower Keys 14 68,668
Subtotal 61 268,133
1986 to 1989
- Upper Keys 89 661,066
- Middle Keys 57 211,464
- Lower Keys 73 277,812
Total 219 1,150,342
na = not available
Note: Upper Keys - north of Fiesta Key
Middle Keys - Seven Mile Bridge to Fiesta Key
Lower Keys - south of Seven Mile Bridge
Source: Monroe County Building Department
17
co
.......
~
..---... ~
D (f) 0)
CD
Q) CD 0)
-+--' Q) r-
-+--'
~ (f)
E CD >-
m
Y::
~ D
Q) I-
Q) Q)
CL -+--' 3:
CD 0
~
-+--' ~ CD
C 0 CD m
Q) Q 0)
E r-
~
Q 0 L
0 U cO (f)
C ~ >-
m
Q) -- Y::
> C m
Q) ~ D
0 -------- I'-- D
CD 2
CJ) 0)
CD CO r-
[]
-- . '
U CJ) +-'
C
~ ,- Q)
Q) E
+-'
E (f) "--
-+-J cr5
L.L >- 0...
E CO Q) Q)
0- Y:: 0
0 CO (j) co I-
m CJ)
0 CJ) 0 CD Q c
0) .-
0 Q -0
,- 0 r- =:J
- :J
.,- rn
'+- ~ >.
0 +-'
C
* :J
0
0 0 0 0 0 0 0 0 0 0
0 LO 0 LO 0 LO 0 LO ,.
"<j- 0) 0) N N r- r- eD
0
"--
:J
0
(f)
TRANSPORTATION FACILITIES
Existinl( Facilities
Monroe County's roadway transportation system is truly unique.
Nowhere else is there a chain of islands over 100 miles long connected by
41 bridges along a single highway. This single highway, the' Overseas
Highway (US 1) , functions as a collector, an arterial, and the "Main
Street" for the Keys. US 1 is also a lifeline for the Keys, from both
economic and public safety perspectives. Each day it carries food,
materials, and tourists from the mainland, upon which the Keys economy
depends. In the event of a hurricane, it is the only viable road back to
the mainland.
US 1 in Monroe County is predominately a two-lane road. Of its 112
total miles, approximately 80 miles consist of two through lanes of
traffic. The two-lane sections provide turn bays at most intersections,
as well as occasional acceleration lanes. The four-lane sections are
located on Key Largo (MM 106 to 91), the Marathon area (MM 54 to 48),
Bahia Honda (MM 37 to 35), and from Boca Chica to Key West (MM 9 to
2). While there are approximately 340 intersections between US 1 and
secondary roads in the Keys, there are only eight intersections outside of
Key West that are controlled by traffic signals. The table below
summarizes the location of each signalized intersection.
Signalized Intersections in Monroe County
(excluding Key West)
Mile
Mar ker
Key
Street
99.5
53.6
52.6
52.5
50.0
30.3
4.7
4.5
Key Largo
Fat Deer Key
Mara thon
Marathon
Marathon
Big Pine Key
Stock I sIan d
Stock Island
Ocean Bay Drive
Key Colony Beach Causeway
109th Street
107th Street
Sombrero Boulevard
Key Deer Boulevard
MacDonald A venue
Cross Street
While US 1 is the primary roadway in the county, there are also 450
miles of secondary roads with 38 bridges. The Monroe County Division of
Public Works is charged with maintaining and improving secondary roads.
The Florida Department of Transportation (FDOT) is responsible for
maintaining and improving US 1.
19
Demand
Traffic volumes are influenced by a variety of factors, including the
size of the resident and seasonal populations, tourist activities, as well
as residential and commercial development. The Institute of Traffic
Engineers estimates the average single-family home generates 10 trips per
day, while commercial development may generate over 500 trips for each
1,000 square feet of floor area. The distribution of these .trips will
depend on the various trip lengths. For example, a delivery truck from
Miami bringing goods to a shopping center in Marathon will impact US 1
from the Dade County line to mile marker 50. Yet a customer who lives in
Marathon and drives to the shopping center may impact only a single mile
of US 1.
The table below summarizes the historical average annual daily trips
(AADT) for the various count stations maintained by FDOT. While the
counts for a given location jump around from year to year, the general
trend shows volume increases on the order of 5% to 10% per year
throughout the Keys.
Mile
Marker
C - 905
107
106
101
95
92
90
85
78
71
61
53
48
47
32
29
24
16
12
10
6
4
Key
N Key Largo
Cross
Key Largo
Key Largo
Key Largo
Tavernier
Plantation
Windley
Tea Table
Craig
Duck
Marathon
Marathon
Knight
Big Pine
Big Pine
Cudjoe
Sugarloaf
Saddlebunch
Big Coppitt
Boca Chica
Stock Island
Source: FDOT
1985
2,351
10 , 546
16,119
17,141
17,578
12,601
8,252
6,783
5,150
15,948
18,979
6,390
7,031
9,504
8,426
8,051
8,748
12,904
18,037
1986
2,090
13,100
26,088
19,543
21,270
15,609
8,230
8,428
17,706
18,668
7,853
11 , 404
10,542
13,679
18,058
20
1987
2,624
15,346
18,714
17,970
22,187
26,662
21,993
16,618
11 , 486
8,441
9,003
18,604
10,310
11,959
9,557
11 , 400
11,042
9,167
10,352
19,748
31,075
1988
2,387
13,039
18,710
21,482
19,971
19,416
24,441
18,648
9,765
7,635
8,935
17,344
19,318
8,499
12,556
11, 948
10,346
10,392
11 , 041
15,856
19,996
33,442
1989
2,574
13,105
19,409
21,901
27,384
20,477
21,127
15,975
9,418
7,124
8,157
20,646
21,162
8,343
13,902
12,987
11 , 485
11 , 388
12,250
16,937
21,847
36,122
The table below summarizes the most recent AADT volumes and the
corresponding levels of service for each segment of US 1.
1990 Analysis of US 1
LOS D Reserve
MM AADT Limit Capacity
Segment Area Level of Service (trips) (trips) (trips)
--------------------------------------------------------------------------
112-108 Cross Key E 13,597 13,235 -362 (a)
108-106 Key Largo D 13,597 16,631 3,034 (d)
106-97 Key Largo A 19,409 34,900 15,491 (b)
97-92 Key Largo C 20,477 28,800 8,323 (b)
92-80 From Plan ta tion E 17,542 17,016 -526 (d)
To U Matecumbe
80-69 From L Matecumbe D 11 , 894 14,352 2,458 (a)
To Long Key
69-54 From Long Key C 8,157 15,000 6,843 (b)
To Fat Deer
54-52 Marathon B 20,646 32,500 11 , 854 (b)
52-48 Marathon A 21,162 34,900 13,738 (b)
48-37 From Knight C 8,343 15,000 6,657 (b)
To Bahia Honda
37-35 Bahia Honda A 10,379 38,000 27,621 (c)
34-31 Big Pine D 10,379 13,819 3,440 (a)
31-29 Big Pine D 16,557 18,657 2,100 (d)
29-11 From Torch Key D 13,043 15,722 2,679 (a)
To Shark Key
11-9 Big Coppitt D 16,657 19,482 2,825 (d)
9-6 Boca Chica B 21,847 34,900 13,053 (b)
6-5 Stock Island B 24,852 42,551 17,699 (a)
5-4 Stock Island B 30,465 52,449 21,984 (a)
--------------------------------------------------------------------------
Sources: (a) AADT and analysis from Post, Buckley, Schuh, & Jernigan,
Inc. US 1 Roadway Capacity Analysis, 1990.
(b) AADT from FDOT; analysis based on FDOT Generalized LOS
Tables, 1989.
(c) AADT from Post, Buckley, Schuh, & Jernigan, Inc.
US 1 Roadway Capacity Analysis, 1990; analysis based on
FDOT Generalized LOS Tables, 1989.
(d) AADT from Post, Buckley, Schuh, & Jernigan, Inc.
US 1 Roadway Capacity Analysis, 1990; analysis based on
V IC inputs for two-way, two-lane arterials in FDOT
Generalized Tables, 1989.
21
0
N
0
~ ,-
CD' ,-
v
----'-
~ 0
~O 0
,-
CDCf) 0
(J)
=-==0
2--.J 0
>.'+- CD
DO
0 L
>.~ r---. ill
~
4-J cD L
-- cD
UD 0 2
cD c CD
ucD ill
cD4-J 0
OCf) LD 2
CD c
0 0
> -q-
~D (I)
CD CD D
Cf) Cf) c 0
co 0)
CD cD (I)
[[CO :::J
0
...c 0
,.--- -I----' N
Cf) >-
co
~ 0 0
-......... ,-
(I)
0...
,-
--
f- 0
0 LD 0 LD 0 LD 0 LD
0) N N ,- ,- I
Traffic count information of the type shown in the previous table is
not available for the County's secondary roads.
Level of Service
The land development regulations set a traffic standard of LOS D, as
measured on an annual average daily traffic (AADT) basis. This standard
applies to:
a) all segments and intersections of US 1 and County Road 905
within three (3) miles of a parcel proposed for development;
b) all bridges along US 1 within six (6) miles of a parcel proposed
for development;
c) all secondary roads with direct access to the proposed development
or use.
There are presently two segments of th US 1 operating below the
County's minimum standard of LOS D. The 55 mph segment between the
County line and Jewfish Creek, approximately mile marker 112 to 108, is
operating at LOS E. The segment with two through lanes from Tavernier
to Upper Matecumbe Key, approximately mile marker 92 to 80, is also
operating at LOS E. Since these segments fail to meet the LOS standard
of D, they qualify as areas of inadequate facility capacity (Section
9-502(b) (3), uncodified).
There are three segments of US 1 operating at the mInImum standard
of LOS D. Those segments are the two-lane portion on Key Largo (MM
108-106), Lower Matecumbe to Long Key (MM 80 to 69), and Big Pine Key
to Big Coppitt Key (MM 34 to 9). Since these segments are at the LOS
standard of D, they qualify as areas of marginal facility capacity
(Section 9-502(c) (3), uncodified).
The remaining segments of US 1 are operating at LOS C or higher.
Since they are above the LOS standard of D, and since historical trends
do not indicate they will exceed LOS D within a 12 month period, these
segments qualify as areas of adequate facility capacity.
The determinations of level of service contained in this report are
based on traffic volumes measured by the FDOT and the County's
consultant, Post, Buckley, Schuh, and Jernigan, Inc. The methods of
analysis include the FDOT Generalized LOS Tables; the two-way, two-lane
arterial V IC ratio inputs to the FDOT Generalized LOS Tables; and
Chapters 8, 9, and 11 of the 1985 Highway Capacity Manual.
The analysis necessary to ensure that all 340 intersections on US 1
are operating at LOS D or higher (see item a, from above) is not possible,
given the limited staff currently available to the County. Analysis of
the 450 miles of secondary roads is similarly unrealistic at this time
(see item c, from above). This report makes no assessment of LOS in
either of these cases.
23
Improvements
Major improvements scheduled for US 1 are outlined in the FDOT
District 6 Five Year Work Program. The program includes projects for
both segments of US 1 identified in this report as having inadequate
capacity, and for the Lower Keys segment identified as having marginal
capacity.
Within the area of inadequate capacity north of Jewfish Creek, the
FDOT has scheduled planning, engineering, and right-of-way acquisition
in preparation for 3.4 miles of multi-lane new construction. This section
is part of the larger project to provide four lanes through the entire
"18-mile stretch" between Key Largo and Florida City. If completed as
planned, this project would provide ample capacity for the near future.
The preliminary work is funded for fiscal years 90/91, 91/92, and 93/94.
The actual construction remains unfunded.
A second area of US 1 with inadequate capacity, from mile marker 92
to 80, is also scheduled for FDOT improvements. The four-lane design
from Tavernier will be extended south to Woods A venue on Plantation
Key. The project includes a new bridge, to be constructed parallel to the
existing bridge across Tavernier Creek. From mile marker 92 to 90, these
improvements are expected to raise the LOS from E to C. The project is
funded for construction in fiscal y,~ars 89/90 and 90/91. Further south on
the same segment, resurfacing work and construction of a continuous left
turn lane on Upper Matecumbe Key are scheduled to begin in fiscal year
90/91. While this project will improve operating conditions, it will have
no effect on the level of service, based on the V /C method used to
analyze this roadway segment.
The FDOT has one project slated for the area of marginal capacity in
the Lower Keys. The project, resurfacing work and the construction of
turn lanes on Cudjoe Key, is already underway.
For secondary roads and bicycle paths, the counterpart to the FDOT
Five Year Plan is the Monroe County Seven Year Road Plan. As discussed
previously, no assessment has been made of the LOS on the County's
secondary roads.
24
SOLID WASTE FACILITIES
Existinl{ Facilities
Monroe County's solid waste facilities are managed by the Municipal
Services District (MSD), a branch of county government under the County
Administrator. The MSD oversees a comprehensive system of collection,
recycling, and disposal of solid waste.
The MSD divides the Keys into three subdistricts which are similar,
but not identical, to the service areas outlined in section 9.5-292(b)(2)
of the land development regulations. One difference involves Windley Key:
the MSD includes Windley in the Middle Keys Subdistrict, while the land
development regulations place Windley in Upper Keys. Another difference
involves the cities of Layton and Key Colony Beach, which are included by
MSD, but excluded by the land development regulations. Both sets of
subdistricts exclude Key West. The data presented in this chapter is
based upon the MSD's subdistricts.
Collection of solid waste is performed by private contractors, in
accordance with County-approved franchise agreements. Residential
collection takes place twice a week; non-residential collection varies by
contract. The seven contractors currently serving the Keys are identified
below:
Upper Keys
Middle Keys
Lower Keys
Keys Sanitary
Island Disposal
Ocean Reef
Island Disposal
Marathon Garbage
Baltuff Disposal
Bland Disposal
Florida Disposal
The MSD's recycling program provides three divided, roll-off
containers for the collection of source separated newspaper, aluminum
beverage cans, glass, and two types of plastic. The collection sites are
located at mile marker 106 in Key Largo, on Industrial Road on Big Pine
Key, and on Peter Jay Street in Marathon. For the collection of mixed
office paper, the MSD has placed roll-off containers at the Plantation Key
Government Center, the Public Service Building on Stock Island, and the
County Courthouse in Key West. A collection crew picks up newspaper
for recycling from these government offices as well. White goods, used
oil, and used batteries are collected for recycling at each landfill.
Yard waste, a major component of the county's waste stream, is processed
into mulch at the Long Key landfill.
For non -recyclable materials, the disposal methods currently used by
the MSD consist of incineration and landfilling. Combustible materials
are burned either in an incinerator or in an air curtain destructor. The
resulting ash is used as cover on the landfills. Non -combustible
materials are deposited directly on the landfills.
25
At present there is one operational landfill with incinerating
facilities located in each of the MSD subdistricts. The 10,000 cubic yard
landfill space at Cudjoe Key will be supplemented by a 125,000 cubic yard
expansion by December 1990. The following table summarizes the facilities
and capacities of each site.
MSD Solid Waste Facilities
Upper Keys - Key Largo
3 incinerators @ 37.5 tons per day = 112.5 tons per day
1 air curtain destructor = 10.0 tons per hour
1 landfill with 10,000 cubic yards of remaining capacity
Middle Keys - Long Key
1 brush and wood crusher
3 incinerators @ 37.5 tons per day = 112.5 tons per day
1 air curtain destructor = 10.0 tons per hour
1 landfill with 80,000 cubic yards of remaining capacity
Lower Keys - Cudjoe Key
2 incinerators @ 37.5 tons per day = 300.0 tons per day
1 air curtain destructor = 10.0 tons per hour
1 landfill with 10,000 cubic yards of remaining capacity
plus a 125,000 cubic yard expansion by December 1990
County-wide
1 glass crusher
1 brush and wood crusher
8 incinerators @ 37.5 tons per day = 300.0 tons per day
3 air curtain destructors = 30.0 tons per hour
3 landfills with 100,000 cubic yards of remaining capacity
plus a 125,000 cubic yard expansion by December 1990
Source: MSD, 1990
26
Demand
Demand for solid waste facilities is influenced by many factors,
including the size of resident and seasonal populations, the extent of
recycling efforts, household consumptive practices, landscaping practices,
and land development activities. Recent studies in the Keys by The Waste
Management Group indicate that the average single-family house generates
2.15 tons of solid waste per year. Mobile homes and multi-family units,
having smaller yards and household sizes, typically generate less (1. 96
and 1.05 tons per year, respectively).
The table below summarizes historical solid waste generation rates
for each MSD service area. Note that solid waste generated in the Key
West service area is not included in this table, since it is handled by
the city of Key West.
Year
1981
1982
1983
1984
1985
1986
1987
1988
1989
Historical Solid Waste Generation by Service Area
in Tons per Fiscal Year (excluding Key West)
Key Largo
Long Key
Cudjoe Key
MSD Total
17,812 27,120 15,148 60,079
23,433 26,645 12,337 62,415
30,441 29,091 14,344 73,876
29,018 28,799 14,819 72 , 635
28,585 28,890 15,938 73,413
30,367 31,623 20,715 82,705
32,193 37,094 22,206 91,493
35,362 38,101 26,097 99,560
31,173 33,931 24,414 89,518
Sources: (1) 1981-1984 data taken from Hazen & Sawyer Site ScreeninJ!
Report, August 1987. Yearly rates = daily rates x 365.
(2) 1985-1989 data taken from MSD tonnage reports.
27
a1
-I---'
CJ) ~
co
------ CJ) 0
..--
~ (jJ
(f) 2
CO 0) co
:5: co ~
0) CJ)
L ..--
<C >-.
>-.0) I'-- >-
co Q)
DY CJ) ::::L:
..--
Q) Q)
C 0
C .~
0 co D
-- co ::J
-- D CJ) 0
~
CO ::::J ..--
L U m
0) LO L
C X co cD
0) 0) CJ) ~
..--
CJ --------
>-
Q) Q)
..q- ::::L:
0) CO co 0) 0
(J)
~ CJ) c (J)
(f) Q) ..-- 0 ..--
-1
CO --- CI) -
0
:5: D Cf) [] Cf)
c 2
CCl co
CI) CJ) .. . - -
D --- :J ..-- I'-
CO 0 co
-- L: (J)
- Q) 0 ..--
0 ........ (\J
0) -
CJ) --- c co I- '"--
CJ) a1 <D
-1 >.
..-- S
>- ~
CCl >- m
LL ~ Q) Cf)
..-- ::::L:
......... co c<l
CI) Q) ~ c
C ..-- <D
r2 r'.j
m
0 0 0 0 0 0 0 0 0 0 0 I
0 CJ) CO I'-- CO LO ..q- Cf) (\J ..-- --
w
..-- <D
()
'"--
:::J
0
Cf)
The projected life of the County's landfills is highly dependent on a
number of assumptions. This report includes two different projections,
both of which are considered to be conservative. The first projection
considers the remaining capacity at the three landfills available today,
plus the 7 acre expansion already underway on Cudjoe Key. This
projection shows adequate capacity through fiscal year (FY) 1993, with all
landfills filled to capacity during FY 1994.
The second projection assumes that a Class 3 landfill will be
constructed and operational by 1992, in accordance with the rule proposed
by the Florida Department of Environmental Regulation (DER). (A Class 1
landfill receives all kinds of municipal solid waste, while a Class 3
landfill receives only trash or yard trash.) This Class 3 landfill would
receive the construction debris that makes up the bulk of the
non-combustible waste stream currently sent to the Class 1 landfills. By
diverting the construction debris to the Class 3 landfill, the County
could expect the existing Class 1 landfills to last through FY 1996, and
reach capacity sometime in FY 1997.
Both of these landfill projections can be considered conservative for
a number reasons. First, while the most recent data available indicates
the amount of solid waste generated in MSD service areas will decline for
the second year in a row, the landfill projections assume solid waste
generation will continue to increase. Second, the landfill projections
assume the recycled portion of the waste stream will remain constant when,
in fact, State law requires this portion to increase by 1994. Finally,
while negotiations to dispose of solid waste outside the county are
currently underway, the landfill projections assume all solid waste
generated within the MSD service areas will be disposed of within the
coun ty .
29
Lo.I
...J
~
...J
<
(I)>
...J<
...J
-Lo.I
u..Q:
C<
Z
<(I)
...J...J
...J
u..
(l)C
(l)Z
<<
...J...J
U
...J
a:::<(
0%
u..0
(1)1-
Z-
OC
-C
1-<(
U
Lo.IO
.,Z
o
a:::Cl
Q..Z
2:
:::l
(I)
(/)
<
III
"t:l
>- >-~
u...LlJI-<<I
>- >>
u...a:::U
OLlJ<(O
(I) Q.. .-
CLo.I<.o
ZQ:U::J
Lo.I 0
>-
u... III
"t:l
u... >-~
OLo.lI-<<I
>- >>
Cla:::U
ZLo.I<O
- (I) Q.. .-
%Lo.I<(.o
ZQ:U::J
o
Cl
Lo.I
~
III
"t:l
....J ~
....JC<<I
-Z>>
Cu..<
(l)C:EO
2:ZLo.I.-
<CoO
...J ::J
o
LlJ
...J
~
1-%
(/)O~
:::l-lIl
~I-I:
2: a::: 0
00....
UQ..-
I
%
o
Z
Lo.I
...J
~%
-O~
l--lIl
(1)1-1:
:::la:::0
~O""
2:Q..-
o
U
C
Lo.I%~
I-Olll
a:::-I:
Lo.II-O
>a:::....
-0-
CQ..
....::rOCONONr-CON..."'\ON::r.....
O\COCOr-NNO\O...",r-O"'NOO
COO\Nr-"'\O::rCOOCO....."'N\O\ON
r-o\\o.........o\\o.....NOOO...N::rr-
::r ... \0 ... ::r 0\ '" ... r- ..... 0\ '" ... r- ..... 0\
- -... N N M ...., ::r '" '" \0 \0
O...::rOCONONr-CON..."'\ON::r
OO\OOCOr-NNO\O...",r-O"'NO
OCOO\Nr-"'\O::rOOOCO....."'N\O\O
, , - , , , , , , , , , , , , ,
Or-o\\o........o\\o.....NOOO...N::r
O..:t...\O.....:tO\"'...r-MO\"'...r-.....
.-.- --'-NNt'f')C't').::tLt'\lJ'\\O
O\r-..:tMOCON\OO"'CO"''''\ONO\
000000\00\0"'............."'\0000\
....O\r-"'.....Or-..:t...CO"'...r-.....O\'"
, , , , , , , , , , , , , , , ,
NN.......:t"'\O\Or-COCOO\OO......N
"'''''''''''''''''''''''''''''''\0\0\0\0\0
l'<'l..:t\Or-O\Ol'<'l\OO\N..:t..:t..:tMl'<'lN
l'<'l0r-..:t... O\N"'OON "'\Or-COO\O
r-ON"'COOM"'r-ON..:t\OOOOM
r-COCOCOCOO\O\O\O\OOOOO.......
r-.-r-..-.-.-,....-,....(\JNC\JC\JC\JC\JC\J
\oO"'O..:tO\.....:tCO...l'<'l\oCOO\.....:t
MO\OMO\"'r-COo\...N..:t\OCO........
"'\O\Or-r-cor-\o"''''..:tNOCOr-'''
O\O...Nl'<'l..:t"'\Or-COO\O......Nl'<'l
\Or-r-r-r-r-r-r-r-r-r-CO COCO COCO
r-Ol'<'lr-O\l'<'lr-'" "'O\.......:t "'\Or-CO
l'<'l'" CO"'N O.....r-O.....r-CO 0\0'" N
CO.....,\oo\N..:t\OO\...l'<'l"'r-ON..:t
r-COCOCOCOO\O\O\O\OOOO.........
...-r-r-.,...,...,.....-.-.-C\lC\lC\JC\JC\lC\JC\J
...J
<
I-~
o III
1-1:
o
C....
(/)....;.
2:
O\"'\O"'....."'.....OCO\O"'..:t..:tNN......NN.....:tr-CO.....:t
r-...r-........ 00\\0... 0'" N..,..:t",..,... O\r-",O\..,r-N\o
O..:t CO\O..:t r-..:t"''''... r-..,O\",... "'O\N \0 ON ",r-ON
ON.....N.....N....O\O\"'\OCOO\..........:t"'r-COO...N....."'\O
\O\Or-r-r-COO\O\COOOOO.........-...-NNNNNN
.-..-,...,....,......-.-.-.-.-.-..-.-.-..........
>-
Lo.I
~~
III
LlJI:
00
.,....
C-
:::l
U
COr-..:tO\CO"'\Or-..:t"'O\.....r-... "'00"''''00''' CO"'NO\\O
..:t.......:t-M...Oo\...\oCO........\oCO..:t...r-.....ON"'COOM
.....,.....COO\r-NO..:t\oO"'O\..,r--"'CON\oo\N"'o\N
, , , , , , , , , , , , , , , , , , , , , , , , ,
"'N..:t..:t"'ON\O..:tr-COCOCOo\o\OOO......-NNN..,
...----NNNNNNNNNN..,......................,............,..,
>-
Lo.I~
~1Il
I:
Cl'O
Z....
0-
....J
O"'-o\OM..:t"'-\o"'\oNr-l'<'lOCO\o..:t-\O...",O",
N..:tO\O\o\No\O..,ON..,"'\oCO.....,\oo\NO\r-..:tNo\
-\oOr-CO\oO...o\NOO..:tO\oNCO..,OO.....o\..,CO.....OON
, , , , , , , , , , , , , , , , , , , , , , , , ,
r-\oo\OOCO....r-OO..,OO...NN............:t..:t"''''\O\Or-r-CO
NNNNN..,..,....,....,..:t..:t..:t..:t..:t..:t..:t..:t~..:t..:t..:t..:t..:t..:t..:t
o
Cl
a:::~
<Ill
....JI:
o
>-....
Lo.I-
~
NM...CO"'r-MNM"''''''''''..:t..:tMN_OO\O......N.....
.....,..:t-CO\OO\\Or-..,Or-..:t-COr-\O"'..:tNr-..."'O\..,
OO..:t..:tO"'..,.....,...NCOMO\"'O"'O"'O"'O\..:tOONr-
, , , , , , , , , , , , , , , , , , , , , , , , ,
r-"'Oo\OOON ",...r-r-OOCOO\O O......NNNM..,..:t..:t
-N..,NN..,..,.....MMMMM..,..:t..:t..:t..:t..:t..:t..:t..:t..:t..:t..:t
....J
<
Ua:::
(1)<
-LlJ
u...>-
...N..,..:t"'\Or-COo\O-NM..:t"'\Or-COo\O....N.......:t'"
0000000000000000000\0\0\0\0\0\0\0\0\0\000000
0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\000000
..........-.-r-.-.-.-.-.-.-.-.-.-.-.-.-.-.....(\JNC\JC\JC\JC\J
0
0\
0\
...
.0
Q)
u...
I:
<<I
.,
0
Q)
C
>
0 ...
% >>0\
00\
...
.... 0
0 0>>
0 0'-
Q) '<<1
~ 00:::::l
0 <<1...1:
"- 0. <<I
III II.,
Q)
01
<<I
I:
I:
o
....
>>
01
o
o
"t:l
o
~
....
Q)
2:
"t:l
I:
<<I
-OQ)
- 01>
.- ~--
"-<<I.... ~
"t:l...J0~Q)
I: Q),->>
<<I >>"- Q) ~
-Q)"->><<I
~ Q) ~(I)
"- <<I
o .(1) ~
..~
Q)>>~~I:
lIleoQ) Q)
I:Q)::J >>I:N
O'--O~Q)<<I
'- 00 <<I N:J:
"t:l....>O(/)<<1-
Q) .:J:
1Il"t:lQ)0~->>
<<11:-00 0
.olll.o I::~""'"
.- II Q) 1Il.o
Q).OI N<<I-
- lIl'- >><<1
.o"t:l-Q):J:"-O
.- 0 OI~-OO
....OQ) -
III 011: 01>>1:'"
::J 1::00
.oQ)<<IO ....11
e.... ...JO
0.- Q) 0 '" III
o~e ON-
'- I ~::J .. . . <<I
Q) c: III >>'" 0 .-
>>0 -I:ON ~
~I:Q)O "'C/lQ)
lV ....00 Q)....
(I)'1Il 0-0<<1
Q)lV-O<<l::Je
~- ~- 'I:"t:l
.0 '-OOOQ)
I: .-"t:l ~ -.- '- -
Q) .... ~ .... 0..0
N III III Q) II --
<<I ::J >>.... "t:l lIl....
:J:.o 1IlQ)"t:l-C/l
e"-<<Io<<l<<l::J
eoo~', .-.0
00 "t:lll,-e
~ lIl"t:l:::::l Q)O
"- -.... ~ U .... .... 0
"t:lllllV "-lVI
lIlQ).->>.. el:
I: .... III >>'" 0
O~C:"t:l""MQ)1:
'- Q) 0 Q).-
....>O....O~.o..
o .- <<I <<I ._>>
Q)"t:l c: '- Q.c:.... 0
., 0 Q) III 0 lIl.......
00--1:: O--:::::l III
~.........- lIl.o.o
Q.I:~oQ)l:e-
.- 0 I: > <<I 0
I:: 0..- ~ 0. 0 0
01: Q)X '"
._~"t:l e III Q),,-r-
;">OQ)OQ) 0'"
<<I"t:l....~~Q)
~~'-"- 01:11
Q) lV Q) 0 ., 0
1:Q)>~0\"t:l.....c:
Q) ~ .- III 0\ :::::l III
OI.o"t:l <<I ... U ... <<I
lV
::J
....
o
<<I
III
I:
o
....
0.
e
::J
III
III
<
...N.......:t"'\Or-oo
>-
~
Lo.I
(I)...J
...J~
...J<(
-...J
u...-
C<
Z>
<<
...J
(I)
(I)...J
(I)...J
<-
...Ju...
UC
Z
a::: <
O...J
L6.
.....
(I)
Z(I)
0(1)
-<
I-...J
UU
Lo.I
.,<
o
Q:Cl
Q..Z
2:
:::l
(I)
(I)
<(
III
"t:l
>- >-~
u...l.lJI-<<I
>- >>
u..Q:U
OLo.l<(O
(I) Q.. .-
CLo.I<.o
ZQ:U::J
loJ 0
>-
u... III
"t:l
u... >-~
OLo.lI-<<I
>- >>
ClQ:U
ZLo.I<O
- (I) Q.. '-
ZLo.I<.o
Za:::U:::::l
o
Cl
Lo.I
~
N
0\
0\
...
III
"t:l
...J '-
....JC<<I
-Z>>
Cu..<
(l)C2:0
2:ZLo.I.-
<COO
...J :::::l
o
Lo.I
....J
ce
I-Z
(l)0~
:::l-lIl
~I-C
2: a::: 0
00....
UQ..-
I
Z
o
Z
Lo.I
...J
~Z
-O~
1--1Il
(l)I-C
:::la:::0
ceO....
2:Q..-
o
U
C
loJZ~
1-0 III
a:::-C
Lo.II-O
>Q:....
-0-
OQ..
...::rO\O\Il"I\OooNMIl"Ir-Il"Ir-.:T\ON
0\ CO 0 N..:tll"lO Or-O O\N 00 00-00
OOO\Il"Ir-\ON\O"'..:tO\Il"IIl"I\OOr-Il"I
~ ~ , , , , , , , , , , , , , ,
r-o\o\OOr-\O..:tr-O\.....:tr-O..:tr-...
::r...O\r-Il"I....,...-NIl"Ir-o\N..:t\OO\
.... ----................
----
O...::rO\O\Il"I\oOON..,Il"Ir-Il"Ir-..:t\O
OO\OOON..:tll"lOOr-OO\C\ICOOO'"
o COO\Il"Ir-\ON\O"'..:tO\Il"IIl"I\O or-
Or-o\o\OOr-\O..:tr-O\-..:tr-O..:tr-
O..:t...O\r-Il"I....,...-NIl"Ir-o\N..:t\O
.... .... ----............
O\r-\oO..:tooo\O"'NNr-Nr-Nr-
00r-0000 CO..:t... r-.., 0\ N\O 0\..,\0
... O\..:tr-O....,\OO\.....:t\OO\... "'\000
, , , , , , , , , , , , , , , ,
NNOO-......-NNNN..,"'..,M
Il"IIl"INNNNNNNNNNNNNN
.......:t00000000000000
"'0
r-O
r-OO
...-
\oOll"lO..:tO\.....:too-.....\OooO\-..:t
....,O\O..,O\Il"Ir-OOo\-N..:t\OOO.....,
Il"I\O\Or-r-COr-~Il"I~..:tNOOOr-Il"I
o\O...N..,..:tll"l\Or-OOo\O.......N..,
\Or-r-r-r-r-r-r-r-r-r-COOOOOOOOO
r-OO\..:tCO.....Or-..:t...OOCOo\o\OO
........Il"IO..:tO\\ONO\\ON..:t\OOO.....,
oo-\oNr-Nr-N\o"'\oO..:tOO..,r-
, , , , , , , , , , , , , , , ,
r-CO\Or-r-COCOO\O\OO.........NN
"'-..,M..,..,"''''M..:t..:t..:t..:t..:t..:t..:t
...J
<
I-~
o III
I-C
o
C....
(1)-
2:
o\Il"I\oIl"I.....Il"IMOOO\oIl"I..:t..:tNN__NN.....:tr-CO.....:t
r--r-"'-Oo\\o-O...N....,..:tll"l"'-O\r-Il"IO\..,r-N\o
O..:tOO\O..:tr-..:tll"lll"l...r-"'O\Il"I"'Il"Io\N\oONIl"Ir-ON
, , , , , , , , , , , , , , , , , , , , , , , , ,
ON.....N....,N....O\O\Il"I\OooO\...M..:tll"lr-COO...N.....Il"I\O
~\Or-r-r-OOO\O\OOOOOO..........-__NNNNNN
..................................................................
>-
loJ
~~
100
l.lJC
00
.,....
C-
:::l
U
OOr-..:tO\ooll"l\Or-..:tll"lO\Mr-"'Il"Ioo"'Il"ICO"'COll"lNO\\O
..:t.......:t.....,...Oo\...\oOO.......,\oOO..:t...r-..,ONIl"IOOO..,
.....,..,OOO\r-NO..:t\OOll"lO\"'r--Il"IOON\OO\NIl"IO\N
, , , , , , , , , , , , , , , , , , , , , , , , ,
Il"IN..:t..:tll"lON\O..:tr-OOCOCOO\O\OOO......._NNN..,
.........-...NNNNNNNNNN"'..,"''''..,..,'''..,..,'''
>-
loJ~
~1Il
.C
ClO
Z....
0-
...J
Oll"l...o\O..,::r......\o...\oNr-.....OOO\O..:t_\O_Il"IOll"l
N..:tO\O\O\NO\O..,ON....,Il"I\OCO......,\OO\NO\r-~NO\
...~Or-OO\OO...O\NOO..:tO\ONoo"'OO"'O\..,OO.....OON
, , , , , , , , , , , , , , , , , , , , , , , , ,
r-\OO\OOoo...r-ooMOO"'NN..,"'..:t..:tll"lll"l\O\Or-r-OO
NNNNNMM..,..,..:t..:t..:t..:t..:t..:t..:t..:t..:t..:t..:t..:t..:t..:t..:t..:t
o
Cl
a:::~
<Ill
...JC
o
>-....
loJ-
~
N..,...ooll"lr-.....NMIl"IIl"IIl"IIl"I..:t..:t..,N...Oo\O...-NM
.....,..:t-OO\OO\\Or-.....Or-..:t-OOr-\OIl"I..:tNr-...Il"IO\..,
OO..:t..:tOll"l..,.....,-NOO..,O\Il"IOll"lOll"lOll"lO\..:tOON~
, , , , , , , , , , , , , , , , , , , , , , , , ,
r-"'OO\ooONIl"I-r-r-ooCOO\OO"'_NNNMM..:t.:T
...N..,NN....,..,..,M..,..,..,..,..,..:t..:t..:t..:t~..:t..:t..:t..:t..:t..:t
....J
<
Ua:::
(1)<
-loJ
u..>-
...N.....::rll"l\Or-OOO\O...NM..:tll"l\Or-ooO\O....N.......:tll"l
0000000000000000000\0\0\0\0\0\0\0\0\0\000000
0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\0\000000
..................................................................................NNNNNN
U
<(
.....
o
<(
o
::r
o
...
o
r-
I
r-
...
o
0\
0\
01
I::
"t:l
I::
Q)
e
<<I
Q)
::J
~
"t:l
Q)
III
o
0.
o
~
0.
a:::
l.lJ
C
.0
Q)
u..
I::
'"
.,
o
Q)
C
>
o
Z
...
>>0\
00\
...
o
0>>
O~
Q) '<<1
00:::::l
al-C
0. <<I
III ~I .,
"-
"t:l
C
<<I
....
o
o
~
o
"-
Ql
01
<<I
C
C
o
....
>>
01
o
o
"t:l
o
~
....
Ql
2:
"t:l
C
<<I
III
C
o
-OQl
- 01>
.- ~.-
"-<<I.... ~
"t:l...JO~Ql..,
C Q)~>>
III >>"- Q) ~ III
-Q)"->><<I1Il
~Q)~(I)<<I
"- <<1-
o .(1) ~ 0
Q)>>~~C<<I
lIleoQ) Q)
CQ)::J >>I::NO
0'--0~Q)1ll....
.- 00 al N%:
"t:l.... >0(1) lll-"t:l
CD %: Q)
1Il"t:l Q)O ~->>....
<<IC-CO 0'-
.0<<1.0 I::~"""'Q)
.-IIQ)IIl.o>
Q) '01 N <<1-,-
-1Il'->>al "t:l
.o"t:l-Q)%:"-O
.- 0 OI~ - 0 0 Q)
....OQl ....0
1Il00COI>>C...
::J 1::00....
.oQl<<lO ....1Il1l
e........JO ='
0.- Q) Oll"l III e
o~e ON-
~ I ~::J .. . . <<1111
Q) C III >>Il"I0'-'-
>>0 -CON ~~
~CQ)O "'lIlQ).o
III ....00 Ql....Q)
(I)'1Il O-O<<l"t:l
Q)<<I-o<<l=,e
~- ~- 'I::"t:l I::
.0 .-OOOQ)O
C .-"t:l ~....- ~ - -_
Q) .... '- .... 0..0 ....
N III <<I Q) 11,- .- 0
<<I::J>>.... "t:l1ll....::J
%:.0 lIlQl"t:l-lIl~
e"-<<IOal<<l::J....
e 0 0 ~.., .-.0 III
00 "CII,-ec:
'- eIl"t:l::J Q)OO
"- .....~U........OO
"t:l III <<I "- <<I I
1IlQ)._>>.. ec.
C .... III >>Il"I 0 N
O~C"t:l......,Q)Co\
.- Q) 0 Q).- 0\
.... > 0.... o@.o .....
0.- <<1<<1._>>
Q)"t:lC~Q.C....O .
"0') OQllllOlll.........
o 0.- C 0 -- :::::l III
'-.........- lIl.o.oc:
Q.C'-OQlce-<<I
'-OC><<IO J
C 0.-- '- 0. 0 0
OC Q)X Il"IQ)
--~"C e III Ql"-r- >
....OCllOQ) 0....-
lll"t:l....~'-Q) ...
~:s:.~"- 01::110
Q) <<I Q) 0 ...., 0 Q)
1::Q)>~0\"t:l....~"-
Q) ~.- ell 0\ =' III "-
OI.o"t:l <<I...U.... <<IQ)
III
::J
....
o
<<I
....
0.
e
::J
III
III
<
---------
...N......:TIl"I\Or-COO\
I'--
CJ)
CJ)
..--
f"- Q)
co -I---'
:>,(J) CJ) (jJ
~Q) CJ)
..-- Cf)
-- ---
u (f)
co (f)
I co
0... LO 0
CO 0 CJ)
CJ) ...c:
0 Q) ..-- -I---'
5
0)$22
..q- L 9
> CJ) cD
L>- CJ) ~
gsLL ..--
0) cD Q)
-I---'
II (f) Cf) 0 (jJ
CJ) (f)
CJ) -- Cf)
L '-t-- ..-- II
co D (f)
(f)
~ C a1
CI) 0
co D (\J
--.J ~ CJ)
~ -I---' C
CJ) :J
'-t-- ..-- 0 <D
0 --- U ...c: E
+-' -
..0 '"--
5 m
D (f) :J 0..
C (f) 0 ..-- <D
CJ) t 0
w CO '+- CJ)
0 ..-- Q)
0 c
CI) c
D c
c m
CCl 0 -
CI) CJ) 0...
:::J CJ) >.
0 ..-- -
L: c
:::>
f- a
0 0 0 0 0 0
LO 0 LO LO
..-- ..-- I <D
()
'"--
:::>
a
Cf)
Monroe County is not the only governmental entity with limited
landfill space. The city of Key West is expecting to close half of its
landfill on Stock Island by January 1991. The remainder of the Stock
Island facility will continue to accept solid waste until the City locates
an additional landfill site. The consulting firm of CH2M Hill is
currently preparing a landfill siting report for consideration by the City
Commission. Adding the projected solid waste from Key West to the
projected MSD total gives a county-wide total of over 160,000 tORS for the
current year. Obviously the projected life of the County's landfills
would fall significantly if Key West's solid waste were to be disposed of
in the County's landfills.
Year
1990
1991
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
Solid Waste Generation in Tons per Fiscal Year
(including Key West)
Key West
County-wide
Total
MSD Total
57,537
58,032
58,527
59,022
59,517
60,011
60,506
61,001
61,496
61,991
62,486
62,899
63,311
63, 724
64,136
64,548
105,106
106,715
108,324
109,934
111,542
113, 152
114,531
115,911
117, 292
118,672
120,051
121,294
122,537
123, 778
125,021
126,264
162,643
164,747
166,851
168,956
171,059
173,163
175,037
176,912
178,788
180,663
182,537
184,193
185,848
187,502
189,157
190,812
Source: 1990-2005 projections taken from Hazen & Sawyer letter dated
7/26/89.
33
Level of Service
Section 9. 5-292(a) (2) of the land development regulations originally
required 3 years capacity at a disposal facility within 25 miles of any
site proposed for development. The implication of this standard was that
the MSD had to maintain at least three separate solid waste facilities in
order to serve the entire county and still meet the 25-mile requirement.
In October 1989, the Department of Community Affairs (DCA) amended this
standard to delete the 25-mile requirement (paragraph 9-502(a) (2),
uncodified) . The standard now requires 3 years of disposal capacity, with
no mention of locational requirements.
When considered by themselves, the County's existing facilities fail
to meet the amended standard. The combined 100,000 cubic yards of
landfill space available on Key Largo, Long Key, and Cudjoe Key will be
sufficient through FY 1991, which is less than 2 years of capacity.
However, construction is already underway for a 125,000 cubic yard
expansion of the Cudjoe Key landfill. Once completed in December 1990,
the Cudjoe expansion will provide sufficient capacity through FY 1993, at
a minimum. Additional improvements currently under consideration by the
County could only increase this reserve capacity. The land development
regulations, as recently amended by the DCA, recognize the capacity of
public facilities under construction (paragraph 9-502(b) (5) (b) (4),
uncodified) . Thus for the one ;year scope of this report, the existing
landfills, together with the expansion of the Cudjoe Key landfill, will
meet the level of service required by the land development regulations.
Improvements
As previously discussed, construction of a 125,000 cubic yard
expansion of the Cudjoe Key landfill is already underway. The project is
scheduled for completion by December 1990 at a cost of $1.1 million.
In addition to the Cudjoe expansion, there are several other
proposals that, if implemented, could substantially affect solid waste
disposal in the Keys. Crawl Key is under consideration as an additional
site for solid waste facilities. The County is currently negotiating with
Waste Management, Inc. concerning an agreement to transport and dispose
of solid waste outside the county. The Solid Waste Task Force has
prepared a solid waste plan for consideration by the County Commission,
recommending, among other things, mandatory curbside recycling, a
container deposit ordinance, and a Solid Waste Authority. The County
also intends to establish one or more Class 3 landfills, to provide
separate disposal sites for construction and demolition debris. With so
many potential improvements under consideration, the outlook for solid
waste disposal could improve dramatically in the near future.
34
POTABLE WATER FACILITIES
Existlnll Facilities
Potable water in the Keys is provided by the Florida Keys Aqueduct
Authority (FKAA) from the Biscayne aquifer on the mainland. Withdrawals
from the Biscayne aquifer are regulated by the South Florida Water
Management District (SFWMD) through the issuance of withdrawal permits.
FKAA's current withdrawal permit from SFWMD, which is valid through
1995, allows an average daily withdrawal of 14.0 million gallons per day
(MGD), a maximum daily withdrawal of 19.3 MGD, and a yearly maximum of
5. 11 billion gallons. The Keys I 1989 usage figures were below these
limits, with an average daily withdrawal of 13.7 MGD, a peak daily
withdrawal of 17. 1 MGD and a total annual withdrawal of 4.99 billion
gallons. The 1989 consumption was approximately 98% of the maximum
permitted withdrawal.
FKAA's transmission water main from the mainland serves the entire
Keys. 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 Sugarloaf 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 on Stock Island which is capable of
producing up to 2.7 million gallons per day (MGD). This plant is used
for emergencies only. The system as a whole has water tank facilities
which provide an overall storage capacity of 40 million gallons
system-wide.
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.
At the present time, Key West is the only area of the county served
by a flow of potable water sufficient to fight fires. Outside of Key
West, firefighters rely on a variety of water sources, including tankers,
swimming pools, and salt water either from drafting sites on the open
water or from specially-constructed fire wells.
Since the existing transmission line serves the entire Keys, and
storage capacity is an integral part of the system, the capacity of the
entire system has been considered together, rather than in separate
service districts.
35
Demand
Demand for potable water is influenced by many factors, including the
size of resident and seasonal populations, land uses, landscaping
practices, and outside factors such as droughts. The table below
summarizes FKAA I s historic withdrawals and projected withdrawal for 1990,
in billions of gallons. The table also shows the percent change in
withdrawal from one year to the next and compares those annual
withdrawals to the maximum allowed by the appropriate SFWMD permit.
FKAA Water Withdrawals
(Raw Water Pumpage)
Year
Annual Withdrawal
(billion gallons)
Percent
Change
Percent of Maximum
Allowed Withdrawal
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
2.9304
2.9654
3.0508
2.8549
3. 1011
3.4973
3.3902
3.4675
4.1386
4.6415
4.8200
4.7579
4.9908
5 . 1100
1%
3%
-6%
9%
13%
-3%
2%
19%
12%
3%
1%
4%
4%
78%
93%
91%
94%
94%
98%
100%
Note:
Withdrawal figures are from FKAA and are based on the
calendar year. The 1990 projection is taken from FKAA's
application to SWFMD for a Consumptive Use Permit
modification.
The actual 1990 withdrawal may be slightly less than
projection. Assuming per capita demand remains constant,
functional population of 140,473 persons would require 5.09
gallons. (This population projection includes Key West.)
FKAA's
a 1990
billion
1989
1990
Projection
Annual Withdrawal (BG)
A verage Daily Withdrawal (MG)
Functional Population (persons)
Per Capita Demand (gal/day)
4.99
13.7
137,706
99
5.09
13.9
140,473
99
36
L
0)
~
co
50
0)
Y-O)
0___
co
Sr'---
COr'---
DO)
-L ---
~ -
5~
coy
::::JLL
C
C
<(
CI)
c
o
CCl
CJ
. .
I
.
.
..
.
.
.
.
.
.
I I I I
'+-
o
CI)
c
o
m
co
LO
(\J
Cf)
..--
..q-
o
0
CJ)
CJ)
..--
CJ)
co
CJ)
..--
co
co
CJ)
..--
t'-
co
CJ)
..-- D
co Q)
co -I---'
0
CJ) CD
..-- .~
LO 0
I-
co 0...
CJ)
..-- D
..q-
co L
CJ) cD
..--
0) ~
co a1
CJ) 0
..--
(\J I-
0
co -I---'
CJ) U)
.-
..-- I
..--
CO ~
CJ)
..--
0
CO
CJ)
..--
CJ)
I'--
CJ)
..--
CO
I'--
CJ)
..-- <C
I'--
I'-- <C
CJ) y
..-- LL
Q)
()
~
:::J
0
U)
co
S
co
L
D
...c
~
~O)
co
COO)
::::J___
C
CI
<(~
DCO
0)0)
~---
~
E<(
L<(
~y
LL
~
o
~
C
0)
U
L
0)
D-
.,....-
........
-
E
~
CD CD
CD 0....
0) LO
.,....- 0)
I
CO
CD
0)
.,....-
cf<
o
o
.,....- e
L
cD
~ ........
E
co ~
co CD
0) 0....
.,....- CO
CO
I
~ 0
CO ::2
(J)
..-- 3:
~ LL
Cf)
D
C
eel
~ <(
CO
0) <(
.,....- y
LL
- -
(f)
cf< (])
cf< u
cf< 0 ~
0 ::::J
0 N 0
~ Cf)
cf<
o
CO
.,....-
Level of Service
The Monroe County Land Development Regulations do not identify a
numeric level of service standard for potable water (such as 100 gallons
per capita per day or three years capacity). Instead, the regulations
require "sufficient" potable water from an approved and permitted source.
The regulations recognize alternative water sources, such as wells and
cisterns, in addition to FKAA' s distribution system.
Having withdrawn 4.99 billion gallons in 1989 (98% of the annual
permitted amount), the FKAA estimates that the 1990 demand for water will
increase to 5.11 billion gallons (100% of the permitted amount). Based on
this estimate, the FKAA will be able to supply the Keys with a sufficient
quantity of water during the upcoming year. Beyond the county's
requirements, FKAA anticipates meeting or exceeding all state and federal
standards pertaining to potable water. However, the current permit with
SFWMD will be insufficient to meet demand beyond 1990.
Improvements
In January 1990, the FKAA filed an application for a Water Use
Permit Modification with South Florida Water Management District. If
approved, this modification would increase the FKAA's permitted
withdrawal from 5. 11 billion gallons per year to 6.02 billion gallons per
year. FKAA estimates that the increased allocation will be sufficient to
meet demand in Keys through the year 2005.
In addition to pursuing a permit for increased withdrawals, the FKAA
has developed a 1985-2005 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
the impact fees charged to new growth.
The FKAA intends to install lines sufficient to provide fire flows of
750 gallons per minute (GPM) in residential areas and 2000 GPM in
commercial, industrial and high density residential areas of Stock Island,
Marathon, Key Colony Beach, Layton, and possibly Duck Key. Once these
larger lines are in place, pumping stations can be built in strategic
locations to provide the fire flows.
In 1988 and 1989 the following projects from the Capital Improvement
Plan were completed:
1. Upgraded pump station on Ramrod Key
Total Cost - $162,000
2. New transmission pump station in Marathon
Total Cost - $2,423,000
39
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
pressure should the flow from the mainland be interrupted.
Total Cost - $627,624
4. Improvements at the Florida City the pump station, wells and
treatment plant.
Total Cost - $13,149,000
5. Distribution system improvements in the following areas:
- Key West
- Sugarloaf Key: Indian Mounds
- Grassy Key: Crains
- Layton
- Key Largo: Sunrise Point, Holiday Homesites
Total Cost - $4,700,000
6. Construction of a new 0.5 MG Storage Tank on Big Cop pitt Key.
Total Cost - $200,000
In 1990 the following projects will be completed:
1. Ramrod Diesel Pump and Piping Improvements
Total Cost - $250,000
2. Aquifer Storage Recovery - Phase III
Total Cost - $350,000
3. Distribution system improvements in the following areas:
- Saddlebunch Keys: Gulf Rest, Bay Point
- Little Torch Key: Mates Beach
- Big Pine Key: Tropical Bay
- Vaca Key: Marathon
- Plantation Key: Indian Waterways and Indian Harbor
- Key Largo: Stillwright Point, Riviera Village, Paradise Point,
Tavernier Ocean Shores, Palma Sola, Twin Lakes,
Sherrill Park
Total Cost: $4, 700,000
4. Canal crossing isolation valve vaults at Snake Creek, Jewfish
Creek, and Canal C -111
Total Cost: $300,000
40
EDUCATIONAL FACILITIES
ExistinJ( Facilities
The Monroe County School Board oversees the operation of 13 public
schools located throughout the Keys. The system consists of three high
schools, one middle school, two middle/elementary schools, six elementary
schools, and one school for exceptional students.
School facilities include more than classrooms. Each school offers
athletic fields, computer labs, a cafeterlum that serves as both a
cafeteria and auditorium, and bus service. Roughly 57 school busses
transport about 4,500 students to and from school each day. In addition
to these standard facilities, aU high schools and some middle schools
offer gymnasiums.
The school system is typically divided into three subdistricts which
are similar, but not identical, to the service areas outlined in section
9.5-292(b)(2) of the land development regulations. One difference
involves Fiesta, Craig, and the Matecumbe Keys: the School Board
includes these areas in the Upper Keys (Subdistrict 1), while the land
development regulations place them in the Middle Keys (Subdistrict 2).
Also, the School Board includes Key West in the Lower Keys (Subdistrict
3), while the land development regulations do not. The data presented in
this chapter is based the School Board's subdistricts.
Subdistrict 1 covers the Upper Keys from Key Largo to Lower
Matecumbe Key and includes one high school and two elementary/middle
schools, as shown below. Subdistrict 2 covers the Middle Keys from Long
Key to the Seven Mile Bridge and includes one high school and one
elementary school. Subdistrict 3 covers the Lower Keys, from Bahia
Honda to Key West and includes one high school, one middle school, one
elementary/middle school, four elementary schools, and one school for
exceptional students. The maps on the following pages show the location
of these schools.
Subdistrict 1
Subdistrict 2
Subdistrict 3
Coral Shores H (9-12)
Key Largo E/M (K-8)
Plantation Key E/M (K-8)
Marathon H (7-12)
SwiUick E (K-6)
Key West H (9-12)
O'Bryant M (6-8)
Sugarloaf E/M (K-8)
Adams E (K-5)
Archer/Reynolds E (K-5)
Poinciana E (K-5)
Sigsbee E (K-5)
Sands (exceptional)
H = high school
M = middle school
E = elementary school
Source: Monroe County School Board, 1990
41
v
..~;..., .~o
-, ~
/~"~
I l)~
I 'c> .
. Q
.' . I \
a~
\
i
(
\
~
,
J
I
I
t
I
I
I:
o
.
.
;;
..
S
...
)00
..
.
..
c
.
E
.
q iii
'i:. 0
4- a
~ =
~~
)00
.
~
I
\
\
\
\
\
"Z.
4-
\a.).
U
<:)
I
iii
~
Co ~
.~ ::I
r
,
,
li
'0 U
..
0 l
1i
co
. 0 '0
;;
" 0
- i z:.
u
... ... fI)
() >-
.. z:.
- . 01
... .. 5:
... c
. ~
(I) E .
- . 0 .
'0 iU ..
0
.a >- ~ i
~ . ii
~
en CIQ ..
c 0
~ ~ U
.
..
c
.
ii:
~
'ii.
~
Q~
0
~
II
o
o
to-
...I
c(
o
...I
cn~
~g
~w
a:lD
W~
0..0
o..w
::)~
W~
::ca:
....~
Q.
:)
~
o
a:
u.
~
~
-
- W
.. ID
(,) ::E
- ~ ::::)
.. 0
.. ~ W
. I-
- ~ cnc(
"C ~ >::E
.a Wa:
::J . ~~
en w9
~ -'0
CI-
~ 9>
~ ::EW
>- ~ ~
.. Wen
.
- ::el-
l:
. ....5
E ~
. z
;; ~
. ::E
..
0 ~ 0
0 '0
:=E a:
..... 0 u.
. ~ z:
~ u
. " fit
- fI) z:
M
.! at
;: %
i I:
.. 0
~
e
.
:=E
Q
,
--------
C::::>
, !
~
~
~
!
'0
o
~
.x
. ~
;; .
'a is
:I ·
- I
:; iii
~ .
ID c:
'0 -a
c:
'0
A.
.
u
.
..
o
::
9 V'
~
} 0'0
~~
~ ~~
l(
~ ~ J$
CQ
rr O~ ~
D
...
.g
.:::
U)
:a
.a
::s
en
("".
~
~
o
..
..
.
-
c:
.
E
.
iii
~y,
q;,
'a
'!
.
CI
-
i
-
Go
.
o
N
..
,f/
..
..
.
-
c:
.
E
.
u;
..
..
.
is
.
E
.
iii
c/3
-
.
o
't:
.
at
~
rn
~
~
c::s
i4!
~
~
~
~
CI)
,
~
o
~
mC
>w
w...J
~'=
...J
0:0
WI-
3=1-
o(/)
....;
w>
::z:::W
t-~
~
a:
""
Demand
The population of school age children in Monroe County is influenced
by many factors, including the size of the resident and seasonal
populations; national demographic trends such as the "baby boom"
generation and decreasing household size; economic factors such as
military employment and the price and availability of housing; and the
movements of seasonal residents.
While overall enrollment is
a particularly large increase
enrollment. This trend could
moves through the child -rearing
up, the county is
in kindergarten
continue, as the
ages.
currently experiencing
through third grade
baby boom generation
The School Board collects enrollment data four times a year: near the
beginning of the school year (October), near the middle of the school year
(February), and twice during summer school (June and July). The
February count is typically the highest, due to the presence of seasonal
residents.
The table and graph on the following pages summarize October
enrollments from 1985 to 1989.
45
Historical October Enrollments
1985 - 1989
1985 1986 1987 1988 1989
---------------------------------------------------------------------
Subdistrict 1
Coral Shores H 649 676 666 520 '544
(9-12)
Key Largo ElM 585 607 655 940 976
(K -8)
Plantation ElM 509 508 518 520 530
(K-8)
Subtotal 1,743 1,791 1,839 1,980 2,050
Subdistrict 2
Marathon H 547 549 530 483 513
(7-12)
Switlick E 536 532 573 640 720
(K-8)
Subtotal 1,083 1,081 1,103 1,123 1,233
Subdistrict 3
Key West H 1,144 1,296 1,205 1,192 1,155
(9-12)
O'Bryant M 893 794 767 784 761
(6-8)
Sugarloaf ElM 525 701 759 816 827
(K -8)
Adams E 364 404 459 442 470
(K-5)
Archer E 416 411 433 414 441
(K -5)
Poinciana E 421 173 472 533 485
(K -5)
Sigsbee E 512 506 537 520 482
(K-6)
Sands 128 81 44 40 44
(exceptional)
Subtotal 4,403 4,666 4,676 4,741 4,665
County-wide Total 7,229 7,538 7,618 7,844 7,948
---------------------------------------------------------------------
H = high school M = middle school E = elementary school
Source: Monroe County School Board
46
o
L
C
W
o
o
-C
U
CJ)
0)
QsCO
DO)
0---
~
U
o Uj
CO
0)
~
C
0)
C
L
--
~
(f)
0)
5
>-.
0)
y
OJ
C
D
)
U
C
--------
---
CI)
D
e
CCl
CI)
:J
o
L:
........
e
CI)
........
e
CD
D
:J
........
if)
co I'-- co LO ..q- Cf) (\J ..-- 0
CJ)
co
CJ)
..--
co
co
CJ)
..--
L
I'-- cD
co
22 ~
co
co
CJ)
..--
LO
co
CJ)
..--
~
<D
D
S
I
>.
.......
c
::J
a
o
~
CI)
>.
<D
y:
'"--
<D
S
a
...J
m
CI)
>.
<D
y:
<D
D
D
2
D
I-
CCl
o
m
o
o
..c
CJ
CI)
fl..
LJ
C/)
>.
<D
y:
>-
~
e
::J
o
U
CD
o
l-
e
o
2
'"--
<D
0..
0..
~
CD
CJ
I-
::J
o
CI)
The Florida Department of Education (FDOE) determines the capacity
of each school in the county on a regular basis. This determination is
based on factors such as classroom space, the type of classroom, and the
age of the students using the classroom. The FDOE publishes the results
of this analysis in the Florida Inventory of School Houses.
The table below summarizes the current and projected enrollments at
each of the public schools in the county. The table also compares these
enrollments to each school's capacity, as determined by the FDOE. There
are currently four schools operating over capacity: Key Largo
Elementary/Middle (by 85 students), Switlick Elementary (by 80 students),
Sugarloaf Elementary/Middle (by 15 students), and Adams Elementary (by
11 students).
Subdistrict 1 - Upper Keys
Facility
Capacity
------2/90 Data------
Remainin g
Enrollment Capacity
- - -to/90 Projection - --
Remaining
Enrollment Capacity
---------------------------------------------------------------------------
Coral Shores H 659 550 109 571 88
(9-12)
Key Largo E/M 926 1,011 -85 1,024 -98
(K -8)
Plantation ElM 668 543 125 556 112
(K-8)
---------------------------------------------------------------------------
H = high school
M = middle school
E = elementary school
Subdistrict 2 - Middle Keys
Facility
Capacity
------2/90 Data------
Remaining
Enrollment Capacity
- - -10/90 Projection - --
Remaining
Enrollment Capacity
---------------------------------------------------------------------------
Mara thon H
(7-12)
Switlick E
(K -8)
828
520
308
539
289
668
748
-80
756
-88
--------------------------------------------------------------------------
H = high school
M = middle school
E = elementary school
48
Subdistrict 3 - Lower Keys
Facility
Capacity
------2/90 Data------
Remaining
Enrollment Capacity
---10/90 Projection---
Remaining
Enrollment Capacity
---------------------------------------------------------------------------
Key West H 1,689 1,162 527 1,213 476
(9-12)
O'Bryant M 900 775 125 799 101
(6-8)
Sugarloaf ElM 841 856 -15 868 -27
(K-8)
Adams E 469 480 -11 493 -24
(K-5)
Archer E 581 446 135 463 118
(K-5)
Poinciana E 517 491 26 509 8
(K -5)
Sigsbee E 658 490 168 506 152
(K -6)
Sands 138 49 89 46 92
( exceptional)
--------------------------------------------------------------------------
H = high school
M = middle school
E = elementary school
Sources: Monroe County School Board, 1990
1986 Educational Plant Survey, Florida Department of Education
The graph on the following page shows historic and projected reserve
capacities at the four schools currently operating over the FDOE's
reccommended enrollments.
49
2
'-..
W
(f) a
0 (J)
'"--
- 0) m
0 0) ...J
0 ..-- >.
...c ........ <D
0 ~
U 0 m
U)
D
0) w
~ 0 .:::1:.
U 0) ()
0) 0 0)
..--
0) 0) ..0 S
Cf)
CJ) 0) Q)
LL lli]
--- ..
..
..
~ ..
CO
:>,CO 2
'-..
~ CO 0) w
CO
U 0) 0) 4-
m
CO --- ..-- a
0.. ....... '"--
0 m
CO 0 (J) D
:::J '"--
0 Cf) m
a
~ m
0) a
> a
.c
L CI) CO ()
0) ........ CO W Cf)
e
(f) (]) 0) (j) >.
D ..-- +-'
0) E c
:J ....... m ::)
IT: ........ 0 D a
Cf) 0 <( 0
'+- <D
0 D a
* '"--
, , c
a
0 0 0 0 0 0 0 0 2
~ N N ~ CD CO 0
I I I I ..-- <D
I ()
'"--
::)
a
Cf)
Level of Service
The Monroe County Land Development Regulations do not identify a
numeric level of service standard for schools (such as 10 square feet of
classroom space per student). Instead, the regulations require classroom
capacity "adequate" to accommodate the school-age children generated by
proposed land development. For the purposes of this report, adequate
capacity shall be that capacity recommended by the FDOE.
Based on this standard, each district of the county's school system
contains a school with capacity inadequate to handle additional students.
Enrollment as of February 1990 indicates that Key Largo
Elementary /Middle, Switlick Elementary, Sugarloaf Elementary/Middle, and
Adams Elementary all exceed FDOE's recommended capacities. The School
Board estimates these four schools will be over capacity again when
students return to class in the faU.
As required by Section 9-502(b) (3) (uncodified), the enrollment zones
of these four schools are areas of inadequate facility capacity. The
enrollment zone for Key Largo Elementary is from the Dade County line to
Key Largo (MM 112-93); for Switlick Elementary, from Conch Key to the
Seven Mile Bridge (MM 63-47); for Sugarloaf Elementary/Middle, from the
Seven Mile Bridge to Big Coppitt (MM 40-9); and for Adams Elementary,
from Boca Chica to Stock Island (MM 9-4), plus areas within Key West.
The only school expected to approach its capacity in the next 12
months is Poinciana Elementary, which serves students exclusively from
Key West. Consequently, there are no areas outside of Key West served
by schools with marginal capacity, as defined in Section 9-502(b) (3)
(un codified) .
51
Improvements
Recent improvements to the county's school facilities include the new
middle school wings at Key Largo and Plantation Key elementary schools,
which alleviated overcrowding at Coral Shores High School. Together
these projects cost approximately $7.1 million.
The County Commission and the School Board have entered into an
interlocal agreement to ensure that the deficiencies identified at Key
Largo Elementary /Middle, Switlick Elementary, Sugarloaf
Elementary /Middle, and Adams Elementary will be corrected either before
or during the 1990-1991 school year. To correct overcrowded conditions
at Key Largo Elementary/Middle and Adams Elementary, the agreement calls
for an adjustment of attendance zones by August 15, 1990. To correct
overcrowded conditions at Switlick Elementary, the School Board will use
capital outlay funds to lease or construct two additional classrooms
during the 1990-1991 school year. As a short term solution to
overcrowding at Sugarloaf Elementary/Middle, the County Commission will
use existing contingency revenue funds to lease or purchase two portable
classrooms. As a long term solution to overcrowding at Sugarloaf
Elementary/Middle School, the School Board intends to construct an
elementary school on Big Pine Key. Officials estimate it will take three
years and $6 million to purchase the site and construct the school.
52
AREAS OF MARGINAl.. CAPACITY
Based
following
capacity:
on the findings discussed in the previous chapters, the
areas are identified as having marginal public facilities
Mile Marker
Area
Marginal Facility
--------------------------------------------------------------
108-106 Key Largo US Highway 1 (LOS D)
80-69 From L Matecumbe Key US Highway 1 (LOS D)
To Long Key
34-9 From Big Pine Key US Highway 1 (LOS D)
To Big Coppitt Key
---------------------------------------------------------------
53
DEVELOPMENT PERMIT MONITORING
The land development regulations, as amended by the DCA Rule
(Section 9-502(b) (5) (c), uncodified), allow development to continue in
areas of marginal public facility capacity, provided the County's LOS
standard is not exceeded. To implement this requirement of the code, all
applications for development involving more than 10 trips per. day will
include a traffic impact study. Single family homes and mobile homes will
be exempt from this requirement, as they fall under the 10 trip per day
threshold. The traffic study will estimate the number of new trips the
project will generate, by mile marker, within the areas of US 1 with
marginal capacity. To ensure the use of professional methodologies and
standards, the study will be prepared by a qualified traffic engineer or
traffic planner. The County will use the traffic studies to maintain a
running total of the new trips permitted in areas of marginal capacity and
to determine when each area's capacity has been consumed.
54
Based
following
capacity:
Mile Marker
AREAS OF INADEQUATE CAPACITY
on the findings discussed in
areas are identified as having
the previous chapters, the
inadequate public facilities
Area
Inadequate Facility
112 -108
----------------------------------.--------------------------------------
US Highway 1 (LOS E)
112-93
92-80
63-47
40-9
9-4
Cross Key
From County Line
To Key Largo
Key Largo Elementary/Middle School
(85 students over capacity)
From Tavernier US Highway 1 (LOS E)
To Upper Matecumbe
From Conch Key
To 7 Mile Bridge
Switlick Elementary School
(80 students over capacity)
From 7 Mile Bridge
To Big Coppitt
Sugarloaf Element.ary/Middle School
(15 students over capacity)
From Boca Chica
To Stock Island
Adams Elementary School
(11 students over capacit.y)
------------------------------------------------------------------------
According to the code, the only type of development allowed within
areas of inadequate capacity is development that has no impact on
inadequate facility, except where the developer has agreed to improve the
facility to the LOS standard (Section 9-502(b)(5)(b), uncodified). In
order to obtain approval for development other than a single family
residence, applicants must prepare a report demonstratin g one of the
following:
,:e the development will not reduce the capacity of the facility;
,:c the necessary facilities are in place at the time the building
permit is issued;
,:e a development permit is issued subject to the condition that the
necessary and services will be in place when the impacts of
development occur;
'Ie the necessary facilities are under construction at the time a
permit is issued;
,:e the necessary facilities and services are guaranteed in an
enforceable development agreement;
,:c the necessary facilities and services will be served by a
concurrency management system which meets the requirements of
Rule 9J-5, FAC or Chapter 163, FS.
For inadequate school facilities, the interlocal agreement between the
County Commission and the School Board serves to fulfill the above
requirements.
55