05/15/1991
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ENVIRONMENTAL ADVISORY BOARD
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AGENDA
C~TY OF CLEARWATER
ENVIRONMEN~AL ADVISORY COMMITTEE
May 1S, 199~; 4:00 P.M.
I. Routine Agenda . . . . . . . . . . . . . . (E. A. Committee)
A. Review Minutes for Approval
B. Consider Agenda Modifications
c. other Business
L. By-Laws: Regarding Terms of Office
2. Nomination and Election of Officers
II. Public ~orks hgenda . . . . . . . . . . . . . (T. H. Miller)
III. Old Business.
. . .
. . . . . M . . . . . (E. A. Committee)
A. stevenson Creek
B. Reclained Water
IV. New Business
A.
B.
stormwater Master Plan .
AlIens Creek . . . . . .
....... .
. ( T. Miller)
. . (T. Miller)
. . . . . . . .
v. Future Eusiness
A. Tree Planting Program and Landscaping enforcement
B. Allen's Creek
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ENVIRONMENTAL ADVISORY COMMITTEE
Meeting Date:
Attendees:
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Minutes
ENVIRONMENTAL ADVISORY COMMITTEE
April 17, 1991
Members Present:
william C. Jonson, Peter Reuter,
Charles DeBlaker, Harold W. Hunt, will
Perry, Mike Foley, George Davis, Ann
Garris and Sue Espey.
Member Absent:
Ann Garris
Also Present:
T. H. Miller, Assistant Director/
Environmental; Colleen Downey,
Countryside High School, W. C. Baker,
Director of Pubic Works, and Viola
wasilewski (Recording Secretary)
The meeting was called to order at 4:05 P.M. by Chairman, Bill
Jonson, in the DRC Conference Room at the city Hall Annex on April
17, 1991.
Motion was made to approve minutes anmd seconded. Motion carried
unanimously.
Mr. Tom Miller presented committee members a copy of the City of
Clearwater Project status Report. The committee decided to review
the report and have a discussion on it at the next meeting.
Mr. DeBlaker made a motion that the Committee
to the City commissionors to expediate the
Environmental personnel as soon as possible.
Passed unanimously.
make recommendations
hiring of allocated
Mr. Foley seconded.
It was agreed that Mr. Tom Miller would draft a letter to the
commissionors and City Manager stating that the detaining of hiring
additional environmental personnel, would delay the proposed
environmental programs critical to the City.
Mr. Tom Miller made reference to last months meeting where a
discussion took place regarding area high school and college
students from local schools, participating with the Environmental
Advisory Committee. Mr. Miller spoke to Mr. E. Evans, principal of
Clearwater High School, who was in support of this concept.
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Mr. Tom Miller then introduced Miss Colleen Downey, teacher from
Countryside High School. Miss Colleen stated that the high school
has 60-75 members in their IIEarth Effects" Club. Some of the
students are highly motivated and with great ideas. Miss Colleen
spoke about sone of the programs at the school such as an
arboretum, creating a wildlife habitat in front of the school and
a recycling center with full drop-off service. Mr. Jonson
encouraged them to have an ex officio member on the committee. Mr.
Tom Miller stated that these activites should start next school
year.
Mr. Miller distributed a memo from city Clerks office in reference
to Advisory Board Lunches.
Stevenson Creek Subcommittee Report
Mr. Foley stated he received a memo from TOlll Burke of COM in
reference to additional modeling of the "Natural Plan". Mr. Foley
presented a copy of his memorandum to Committee members with the
sub committe comments modifying Mr. Burke's nemorandum. The
intent is to maintain wetlands in vegetated areas, and there are no
objections to walls outside of wetland area. Also stated that
along the channel right-of-way 4: 1 sideslopes should be
constructed. A lengthly discussion followed. A modification was
made in the UNatural Plan" memo article #1.3 to read "All channel
improvements will be constructed within the limits of the access
easement while retaining a minilllum 8' access lane on one side."
A motion was made by Mr. Hunt and seconded by Mr. Reuter to have
the City do the model. All in favor passed unanimously.
The cost of running the model would be $3,000 to $5,000 per run.
Discussion was held on having the minimum run on models. It was
mentioned that the purpose of the comlllittee was to come up with the
best "Natural Plan".
Chairman noted that Palmetto, Drew, Cleveland and Pierce street
were all part of Phase I.
Reclaimed Water Master Plan
Mr. Baker stated that the new advanced treatlllent process by our
Waste Treatment Plants have made the wastewater into quality water
and thereby made it into a commodity. It can he sold and used for
irrigation purposes instead of using our diminishing potable water
supply. The City wants to have a reclaillled water supply system for
the people of Clearwater. Mr. Baker presented that different
phases the city has planned, e~plaining all three phases and areas
covered. Phase I would beg in in the Countryside area. Costs
would be funded from the State Department Loan Fund. Mr. Baker
explained how the system would pay for itself eventually.
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Reclaimed water would sell for less than the same amount of potable
water. Mr. Baker explained the different options of charging
citizens for this water and the savings in not using potable water
for irrigation. Mr. Hunt inquired whether this was plan was
authorized. Mr. Baker stated that the master plan was prepared and
application has been made to DER for funding monies. Engineers
have been engaged to get permits. Also exploring the Reverse
Osmosis, treating brackish (salt) water.
Mr. Miller requested that the time of meetings to be changed from
3:00 P.M. to 4:00 p.m. Mr. Miller indicated that this time routine
conflicted with Departmental Staff Meetings. The Committee agreed.
Next meeting was scheduled for April 17, 1991 at 4:00.
Mr. DeBlaker made motion to adjourn meeting, Mr. Perry seconded.
Meeting adjourned at .:55 P.M.
Respectfully submitted by Viola Wasilewski, Recording Secretary
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OPERATING tf'~,:;\WS FOR ENVIRONMENTAL ADVISORY/"' 'MMImE
ADOPTED by THE CITY COMKISSION ON JULY f. 1990
I. Membership and Terms:
Staff recommends that a body of ten (lO) citizens who are permanent residents
of Clearwater be appointed by the Commission. Following an advertisement for
interestea parties filed by the City Clerk, a pool of interested citizens will
be developed. Each Commissioner will appoint one (1) representative for a 3-
year term. The remaining five (S) members wi" be appointed by a vote of the
full Commission. Three (3) of the five (5) members selected from the pool and
affirmed by a vote Of the Commission shall serve for a 3-year term. Two (2)
remaining members selected from the pool and affirmed by a vote of the
Commission shall serve for a 2-year term.
II. Meetings. Officers and Rules:
(a) The committee shall meet Quarterly and at such other times
as the board, by majority vote, may find necessary.
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(b) The committee shall select a chairman and a secretarYt and such
other officers as it may find necessary" from its membership.
(c) The committee may adopt such rules of procedure as it finds
necessarYJ which shall not be in conflict with Florida law or
ordinances of the City.
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The City Commission shall have the power to remove any member of the Clearwater
.Environmental Advisory Committee for misconduct, any conflict or neglect of
duty. In addition, the City Manager shall have the power to remove any member
because of the unexcused absence of the member from meetings of the Committee
as provided in Section 22.06 of the City Code (i.e., three (3) unexcused
absences in a calendar year).
IV. Duties:
The Clearwater Environmental Advisory Committee shall be supported by City
staff and may review and make recommendations to the City Commission concerning
all water) wastewater and stormwater programs or projects initiated by the City
exceeding $50,000 in construction cost or other programs selected by majority
vote of the Committee which have other substantial environmental benefits or
consequences upon Clearwater's natural resources.
At the Committee's option, these other programs would include but not be
1 i mi ted to:
(1) Upland and wetland habitat preservation and creation.
(2) Natural shoreline restoration.
(3) Wetlands restoration to inClude fresh water and marine systems.
(4) Purchase of properties for preservation of unique ecosystems.
Requests for information and staff work shall be by consensus of the Committee
and in keeping with the City Commission poliCY regarding projects and requests
for staff work, i.e., staff projects or reports generated at the majority
request of the Committee requiring more than eight (8) hours of work must also
be approved by a majority vote of the City Commission.
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CLW1C.3/19
5/15/91
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Channel Reach
Palmetto st. to
Douglas Ave.
Drew 5t. to
Palmetto st.
Cleveland st. to
Drew 5t.
pierce st. to
Cleveland st.
Franklin st. to
pierce st.
Court st. to
Franklin st.
Druid Road to
Court st.
Jeffords st. to
Druid Road
Browning St. to
Jeffords st.
Lakeview Road to
Browning St.
Belleview Blvd.
to Lakeview Rd.
5t. Thomas Dr.
to Belleview Blvd.
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STEVENSON CREEK MODEL EVALUATION
OF A "NATURAL PLAN"
Natural plan Description
Restore channel and vegetate; B-37';
rrw..75'.
Widen channel to establish 4:1
sideslopes and vegetate; 8-10';
rrw-60' to 90'.
Natural vegetated channel; 8-5';
5S-2.5:1, TW=50'.
Retain existing 20' wide rectangular
section; vegetate bottom.
Natural vegetated channel; B-30' to
36'; 55=4:1, TW-90' to 100'.
Natural vegetated channel; 8=36',
5S=4:1, TW-100'.
Excavate Glen Oaks G.e. to Elev. 6.5
to establish a 2-acre wetland/
detention pond with nonmal pool
Elev. 12.3.
New Linn Lake weir constructed north
of Druid Road. Restore and vegetate
Linn Lake. Retain Jeffords st.
culverts and cut channel back to 3:1
sideslope, BaO', TW642'. Three
10'x7' Be under Jeffords St. to
carry flood flaws.
Natural vegetated channel; 8-0',
5S-1.5:1, TWZ20'. Construct two
10'xS' BC under Hillcrest Ave.
to car~ flood flaws.
Restore and vegetate natural channel;
BaS', 55-1.5:1, TW-28'.
Natural vegetated channel; 8-0',
55-3 :1, TW-48'.
Natural vegetated channel; 8=0',
5S=3:1, TW-42'. New Rice Lake
weir constructed north of st.
Thomas Dr i ve .
Channel velocity
(ft/sec)
V2s=2 to 3 ft/sec
V2s==6 ftjsec
V2s=9 ftjsec
V2s-2 ftjsec
V2s=2 ftjsec
V2s=4 to 5 ft/sec
V2s-7 ft/sec
V2s=3 to 4 ft/sec
V2s=3 to 4 ft/sec
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FAX M E S SAGE
CITY OF CLEARWATER
PUBLIC WORKS DEPARTMENT/ENGINEERING
SENDING LOCATION FAX NUMBER: (813) ~62-6641
OFFICE TELEPHONE NUMBER: (813) j462-6970
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LOCATION:
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NUMBER OF PAGES THIS MESSAGE (INCLUDING THIS COVER PAGE) ~
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ENVIRONMENTAL ADVISORY COMMITTEE
TOPIC SCHEDULE
I. BASIS FOR TOPIC CONSIDERATION (In Decending Order of
Importance) :
A.
B.
C.
CITY COMMISSION REQUEST FOR TOPIC REVIEW
CITY STAFF REQUEST FOR TOPIC REVIEW
COMMITTEE REQUEST FOR TOPIC REVIEW
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II. MAY 19,91
a. Stormwater Master Planning (Staff Request)
b. Allens Creek Basin Planning (committee Request)
III. June 1991
a. Wellfield Rehabilitation (Committee Request)
b. Tree Planting Program & Landscape Enforcement
(committee Request)
c. Parks Department/Environmental Programs (Scoping
Subcommittee Request)
IV. July 1991
a. To Be Determined
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~~~QB~~D~~ March 26~ 1991
TO:
Environmental Advisory Committee and
Mr. Tom Miller, Assistant Director Public Works and
Environmental Management
FROM:
Mike Foley, Member, Environmental Advisory
Committee
SUBJECT:
Stevenson Creek - Additional Hydraulic Modeling of
"Natural Plan" Configuration
This is a clarification to Mr.Tom Burk's memorandum of 3-18-91
which was based on the inspection of parts of the stream by
Mike Foley, Bruce Nettleton, Tom Miller and Tom Burke on
3-13-91 as per the the Environmental Advisory Committee request
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for further stUdy of channel modifications using natural
methods, to preserve and protect natural surface water systems
of Clearwater.
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The characteristics of a "Natural Plan" are to be incorporated
into a computer model of Stevenson Creek to simulate the
hydraulic performance of a primarily natural channel relative
to flood protection and environmental aspects during a 2S-year
storm.
CQ~men!s_~ng_Di~~~s~ioD
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1.1 - Bridges throughout the system are to be sized so that the
flow of water under normal conditions and in a storm event is
not restricted for velocities at the top of bank of up to 4
Eeet per second, and Eor safe traEfic concerns.
1.2 - Achieve a 4:1 vegetated sideslops wherever possible.
Vegetation selected is to be of approved native species that
will provide bank stability, nutrient uptake, habitat.
aesthetic value, relatively low maintenance and will not
restrict the flow of storm waters. The engineering approach to
altering streams must also take into account t~e importance of
riparian vegetation adjacent to the stream which may control
many biologically important channel characteristics.
Undesirable vegetation is to be replaced by approved desirable
vegetation.
1.3 - All channel improvements will be constructed within the
limits of city-owned right-Of-way (ROW) using all of the RO~
where necessary with no requirement for a maintenance easement
along channel side. Maintenance of the channel will be done
from boats which is a normal aquatic maintenance method.
Maintenance workers must be properly trained in how to maintain
aquatic vegetation to avoid the practice of indiscriminate
cutting and spraying.
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Palmetto St. to Douglas Ave.
North of the Palmetto St. bridge provide only
"restorati.ve maintenance" and vegetative planting.
1.1, 1.2)
for
(See
Drew St. to Palmetto St.
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North of the Drew st. bridge (in Clearwater Country
Club) remove existing broken concrete. Transition
channel top width to meet bridge width. On both north
and south sides of Drew St. bridge vertical concrete
sidewalls above the wetland area are acceptable for
100' ~/- transition to vegetated channel. Sideslopes
of 4:1 are to be used for the v~gatated channel. (Sea
1.1, 1.2, 1.3)
Cleveland St. to Drew St.
Clean up transition area north of Cleveland St.
bridge. Construct a sediment trap on the Shooter Shack
property (City property) for Cleveland Street storm
pipes on east side of stream. Use 4:1 vegetated
sideslope up to maximum ROW. Protect trees from
encroachment of sideslope. If easement permits widen
west bank of channel just north of Cleveland St.
bridge and allow use of vertical concrete wall for 200'
+/- along west side of channel north of bridge above
wetland area. (See 1.1, 1.2, 1.3)
Pierce St. to Cleveland St.
Existing vertical concrete walls and earthen bottom may
remain unless ROW will permit removal and replacement
with 4:1 vegetated sideslopes. Consider acquisition of
vacant Morrison Cafeteria site for construction of a
detention pond to serve storm pipe flows from west of
the stream. Relocate the pipes on the sides of the
Pierce St. bridge. (See 1.1, 1.2, 1.3)
Franklin St. to Pierce St.
Widen channel and construct 4:1 vegetated sideslopes on
both ~ides of creek. Relocate pipes on both sides of
Franklin St. bridge. (See 1.1, 1.2, 1.3)
Court St. to Franklin St.
When replacing the Court st. bridge a major
consideration is the pipe under the bridge that has
been ~he cause of numerous blockages in the past and
must be relocated. Widen the channel section and
construct 4:1 vegetated sidaslopes on both sides of
creek. Consider lowering, by excavation, the ball
field on east side of stream adjacent to Franklin St.
to increase flOOdplain storage. (See 1.1, 1.2, 1.3)
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Druid Rd. to Court St.
Construct a wetland/lakes detention system in Glen Oaks
(City property) using natural methods and native
vegetation. Shape the system to maximize use for
detention preserving as many trees as possible and to
provide aesthetic benefits. Relocate existing weir
from Druid Rd. to north (downstream) of Druid Road an
appropriate distance from the bridge so that baCKwater
affecting flows under the bridge will be minimized. yet
allow for a detention pond in Glen Oaks. Consider a
wider weir to reduce backwater condition. Relocate
existing pipes on sides of and under the Druid Rd.
bridge, which do, obstruct flow and have caused
blockages in the past. (See 1.1, 1.2, 1.3)
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Jeffords St. to Druid Rd.
In and along Lynn Lake vegetate the existing channel to
improve bank stability, nutrient uptake and habitat.
Widen the north bank of channel that runs east and west
along Jeffords Street up to the maximum ROW using 4:1
vegetated sideslope. Relocate pipes crossing' channel
if they present hydrologic problems. OK to construct
culvert or pipe beneath Jeffords St. and Hillcrest Av.
Include both natural channel and culvert or pipe in
hydrOlogic model. (See 1.1, 1.2, 1.3)
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Browning St. to Jeffords St.
Extend new culvert or pipe running under Jeffords st.
around the corner to the south under Hillcrest Av. on
west side of channel with pipe gaged to allow adequate
flow rate. Restore natural channel by removing excess
siltation and vegetate to protect banks. Protect trees
from encroachment of sideslops i~ necessary. Allow
high water flows to enter new culvert or pipe which
will convey flow under Hillcrest Av. and Jeffords St..
Normal flows are not to enter the new c~lvert or pipe
in order to sustain a wildlife corridor in the natural
channel. (See 1.1, 1.2, 1.3)
Lakeview Rd. to Browning St.
Leave as is except to restore and vegetate channel
where necessary. Adjust size o,f Browning St. culvert
to provide unrestricted flow up to 4' per second flow
rate at top of bank. (See 1.1, 1.2, 1.3)
8ellview Blvd to Lakaview Rd.
Widen channel just south of Lakeview Rd. on west bank
for 300' +/- to allow greater capacity and a 4:1
vegetated sideslope. Restore existing natural channel
and widen to a top width up to the maximum ROW with 4:1
vegetated sideslope. (See 1.1, 1.2, 1.3)
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St. Thomas Dr.
to Bellview Blvd.
Remove the underground pipes and replace with vegetated
channel. This channel will have an appropriate top
width up to the maximum ROWand sideslopes of 4:1 in
the wetland area. Remove the Rice Lake control weir
and move it to the north side of St. Thomas Dr.,
constructing an appropriate control structure that will
not cause stagnation and will provide for improved
treatment of waters discharged to downstream locations.
Replace the St.Thomas Dr. culvert~ if necessary to
provide unrestricted flow up to 4' per second flow rate
at top of bank. (Sea 1.1, 1.2, 1.3)
~~Q~~uli2_MQQelin8
v The purpose of this hydraulic modelins is to determine the
feasibility of a natu~al channel for managing normal and storm
flow conditions. Once the c.pacity of a natural channel is
established any additional capacities that may be needed to
manage a 2S-year storm event can be determined in the sub
basins along the system. It will be possible to define the
size and approximate locations of additional detention and
retention systems needed to meet the full 2S-year requirement
for the basin.
Detention or retention ponds at the Shooter Shack, Morrison
Cafeteria, Glen Oaks and excavation of the ball field along
Franklin St. will have some impact on the channel capacity and
will provide greatly improved water quality and natural
habi tat.
The proposed modeling work should accurately represent the
hydraulic performance of the "Naturql Plan" as detailed by Mike
Foley and Bruce Nettleton and approved by the Environmental
Advisory Committee. Additionally, proposed modifications must
be such that a Comprehensive Watershed Management Plan and a
Stormwater Management Plan for the Stevenson Creek Basin will
not be compromised or precluded, and that they may be optimized
for protection of the natural surface waters, the downstream
estuaries and Clearwater harbor.
Additional specific comments on characteristics of the "Natural
Plan" are as follows:
Direct a land acquisition program as needed to ensure
the conservation and protection of the resource in
accordance with the SWF~MD District GOALS.
Channel improvements will be those required for
improved hydraulic transition. water quality benefits,
protection of downstream estuarian systGms, aesthetic
values, and protection and improvement of natural
stream functions.
The model will represent a vegetated channel between
Betty Lane and Bellview Blvd., except for a minimum of
structural lining to protect the bridge structures.
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The model will continue to incorporate a box culv~rt or
pipe under Jeffords St.. sized for adequate flow rate,
and may extend that structure south. under Hillcrest
St. on thE west side of the stream to Browning St.. It
is intended that this culvert or pipe be for the
conveyancE of water in storm events only. Normal flows
are not to enter this conveyance system in ord~r to
sustain a wildlife corridor in the natural stream.
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The "Natural Plan" is intended to conform to the
Laws and Regulations oE the state of Florida, the
Objectives of the South West Florida Water Manasement
District and Pinellas Anclote River Basin Board, and to
the City of Clear~ater Comprehensive Water Quality
Program which states:
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MAI~TAIN OR RESrORE lHE NATIVE VEGETATION AND
NATURAL SLOPE Df T~ SHORELINE Concrete
seawalls and steep rocky slopes unfortunately
reElect the abrupt transition from land to
water along much of our shoreline. - An ideal
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waterfront provL es a gentle slope through
nativE wetland and aquatic plants. The
gradually sloped, vegetated shoreline along
ditchES, creeks and waterbodies offers not
only an effective derense against erosion but
also a rich zone in which plants and animals
thrivE. Native plants along the shoreline are
stabilizers. iheir roots, leaves and stems
trap and hold sediment, as well as
biologically filter out pollutants carried in
runoff. Shore plants also shelter and feed
all life stages of birds and other animals.
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c: Michael Wright, Ci~y Manager
William C. Baker, Dir~ctor of Public Works
Terry Finch, Watershed Manager
Allen M~yberry, City Forester
Tom Burke, Camp Dresser & Mckee
Michael G. laylor, Canp Dresser & Mckee
Stewart C. Anderson, Deputy Executive Director, SWFWMD
Members, Clearwater Environmental Advisory Committee
Michele Krentzman, League of ~omen Voters, NR Committee
Bruce Nettleton, Florida Eco
Enc: Lawsr R~Bulations, Goals, Objectives and Polici~s
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LAWS, REGULATIONS, GOALS, OBJECTIVES AND POLICIES
WHICH PERTAIN TO THE MANAGEMENT OF
SURFACE WATERS IN THE STATE OF FLORIDA
AND THE SOUTH ~EST FLORIDA WATER MANAGEMENT DISTRICT
Guidance for the management of surface waters is provided by
Chapter 373 of the Florida Statutes which is a flexible,
-integrated, resource management law and in the State
Comprehensive Plan contained in Chapter 187. Additional
guidance is contained in the State Water Policy contained in
Chapter 17-40, Florida Administrative Code. These sources
provide, for instance, that nonstructural solutions to water
resource problems should take precedence.
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Chapter 373.016 Florida Statutes Declaration of
policy. (1) The waters of the,state are among its
basic resources. Such waters have not heretofore been
conserved or fully controlled so as to realize their
full benecicial use. (2) It is further declared to be
the policy of the legislature:
373.016(d) To prevent damage
erosion, and excessive drainage.
from floods,
soil
373.016(e)
wildlife.
To preserve natural resources.
fish,
and
373.016(h) - Otherwise to promote the health, safety,
and general welfare of the people of' this state.
Chapter 187. the State Comprehensive Plan Adopted.
187.201(8)(a) Goal. Florida shall.. .maintain the
functions of natural systems...improve and restore the
quality of waters not presently meeting water quality
standards (b) Policies.
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187.201(8) (b)(4) - Protect and use natural systems in
lieu of structural alternatives and restore modified
systems.
187.201(8) (b)(6) - Establish minimal seasonal flows and
levels for surface
consideration given
resources, especially
ecosystems.
watercourses with
to the protection of
marine, estuarine, and
primary
natural
aquatic
187.201(8) (b)(7) Discourage the channelization,
diversion, or damming of natural riverine systems.
18 7.201(8)(b)(8) - Encourage the development of a
strict floodplain management program by state and local
governments designed to preserve hydrologically
significant wetlands and other natural floodplain
features.
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STATE WATER POLICY
------------------
The State Water Policy is contained in Florida Administrative
Code 17-40.
17-40.110 - The waters oE the state are among its basic
resources. Such waters should be managed to conserve
and protect natural resources and scenic beauty and to
realize the full beneficial use of the resource.
17-40.310(6) - Utilize, preserve I restore and enhance
natural water management systems and discourage the
channelization or other alteration of natural riversl
streams and lakes.
17-40.310(10) - Mitigate adverse impacts resulting from
prior alteration of' natural hydrologic patterns and
fluctuations in surface and ground water levels.
'.1
17-40.310(11) - Establish minimum flows and levels to
protect water resources and the environmental values
associated with marine_ estuarian, freshwater, and
wetlands ecology.
I
17-40.310(12) - Encourage nonstructural solutions to
water resource problems and give adequate consideration
to nonstructural al~ernatives whenever structural works
are proposed.
17-40.405 Minimum Flows and Levels.
(1) ..consideration shall be given to protection of
water resources. natural seasonal fluctuations in
water flows or levels, and environmental values
associated with coastal. estuarine, aquatic, and
wetlands ecology. inclUding:
(h)
( i )
( j )
Recreation in and on the water;
Fish and wildlife habitats and the passage oE
fish;
Estuarine resources;
. "
Transfer oE detrltal materlals;
Maintenance of freshwater storage and supply;
Aesthetic and scenic attributes;
Filtration and absorption of nutrients and
other pollutants;
Sediment loads;
~ater quality; and
Navigation;
I.
I
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I
(a)
(b)
(c)
(d)
(e)
( f )
(g)
17-40.420 Surface Water Protection and Management.
(1) . ..The following goals are established to provide
guidance for Department, District and local government
stormwater management programs:
(a) It shall be a goal of surface water management
programs to protect, preserve and restore the quality,
quantity and environmental values of water resources.
A goal of surface water management programs includes
effective stormwater management for existing and new
systems which shall seek to protect. maintain and
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restore the functions of natural systems and the
beneficial uses of waters.
(b) The primary goals of the states stormwater
management program are to maintain to the maximum
extent practicable. during and after construction and
development. the pre-development stormwater
characteristics of a site; to reduce stream channel
erosion. pollution, siltation. sedimentation and
flooding; to reduce stormwater pollutant loadings
discharged to waters to restore or preserve beneficial
uses; to reduce the loss of freshwater by encouraging
reuse of stormwatar; to enhance ground water recharge
by promoting infiltration of stormwater in areas with
appropriate soils and geology; to maintain the
appropriate salinity regimes in estuaries needed to
support the natural flora and fauna; and to address
stormwater manage~ant on a watershed basis to provide
cost effective water quality and water quantity
solutions to specific watershed problems.
(c) Inadequate management of stormwater throughout a
watershed increases stormwater flows and velocities,
contributes to erosion and sedime~tation, overtaxes the
carrying capacity of streams and other conveyances.
disrupts the functions of natural systems, undermines
floodplain management and flood control efforts in
downstream communities. reducas ground water recharge,
threatens pUblic health and safety, and is the primary
source of pollutant loading entering Florida's rivers,
lakes and estuaries, thus causing degradation of water
quality and a loss of beneficial uses. Accordingly, it
is a goal to eliminate the discharge of inadequately
managed stormwater into waters and to minimize other
adverse impacts on natural systems, property and public
health, saCaty and welfare caused by improperly managed
stormwater.
17-40.420(2) (c) Local governments shall establish
stormwater management programs which are in accordance
with the state and District stormwater quality and
quantity goals.
17-40.420(3) (a) The construction and operation of
facilities which manage or store surface waters, or
other facilities which drain. divert, impound,
discharge into. or otherwise impact waters in the
state. and the improvsments served by such facilities,
shall not be harmful to water resources or inconsistent
with the objectives of the Department or the District.
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Itl~_~Q~I~W~~I_E~Q~!D~_W~T~~_~~~AGg~ENI_QI~IB!fT
The District adopted its rEvised Fi~cal Year 1992 Strategic
Plan in February 1991. ThE District is guided by Chapter 373.
F.S.. and other chapters of the Florida Statute by directing a
wide range of programs. initiatives. and actions.
The MISSION STATEMENT and AGENCY GOALS states:
,
GOALS
-----
~~!~r_S~EEl~_M~~ag~~~n~
To insure an adequate supply of water ror both current
and future needs, while protecting and maintaining
water and water-related re~ources. This is
accomplished through resource regulation. consErvation,
water supply development. water quality protection and
restoration. land' acquisition, and supportive da.ta
collection and analysis programs.
~~~fa2e_~~!~r_~~n~ge~en! _
To prevent damage fro~ floods and to protect and
restore water quality and related natural
environments. This is accomplished through regulation
of land development. structural and non-structural
surface water mana.gement projects, land acquisition,
coordination with local. regional and state government
land use decisions and supportiv~ data collection and
analysis programs.
The Strategic Initiatives for Surface Water Management stress
wetlands banking which includes:
.. .the creation o~ a ne~ wetland site or restoration of
an impacted site to be used to offset wetland impacts
within the watershed.
Restoration of the stream would comply with District
INITIATIVE.
B~glQn~l_~a~~rshed_A~s~~s~~~!
P~Qle9t_Q~le2tiye: Develop and implement watershed
specific criteria to ensure enhancement or maintenance
of existing water quality, no increase or decrease in
flooding and habitat maintenance or rGstoration.
M~!hQs!2lQS~
1) Prioritize Distric~ watersheds based on water
quality, flooding, and wetland concerns.
2) Select highest priority watershed(s) for detailed
study. the studies would identify actions to
avoid and or correct water quality and flooding
concerns and describe action to ensure wetland
habitat survival in the watershed.
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The District GOALS states:
The Governing Board will direct a land acquisition
program to ensure the protection of lands necessary for
water management, water supply, and the conservation
and protection of water resources.
-The District GOALS further state:
Emphasis will be placed on the use of
techniques to manage surface waters.
nonstructural
*
*
*
fINgbL~~_ANgbQT~_R!Y~E_~A~lN_~Q~RD
The Pinellas Anclote Basin Board (BOARD) adopted its Fiscal
Year 1991 Basin Plan on October 1, 1989. The BOARD is guided by
Chapter 373, F.S., which is a flexible, integrated, resource
management law. the Plan states:
Additional policy guidance for Basin Board activities
is contained in the State Water Policy contained in
Chapter 17-40, Florida Administrative Code, and the
State Comprehensive Plan contained in Chapter 187,
Florida statutes. These sources provide, for instance,
that nonstructural solutions to water resource problems
should take precedence.
,The Board Plan in the section titled BASIN PROFILE states:
. ..the water management district concept in Florida has
evolved from primarily flood control towards an
integrated resource management approach. . ..water
quality issues are often as important as water quantity
issues.
The Board Plan under WATER RESOURCE ISSUES states:
Developed or developing areas which do not currently
address both quality and quantity aspects of the
drainage issue may benefit from additional planning and
re design efforts.
The Board Plan under the title MISSION AND GOALS states:
Central to the mission is maintaining that balance
between water needs of current and future users while
protecting and maintaining the natural systems.
The mission of the Pinellas Anclote River Basin Board
is to assist the Governing Board of SWFWMD in managing
water and related land resources. within its boundaries
as authorized in Chapter 373, Florida statutes.
Central to this mission is the development and
implementation of non-regulatory, environmentally sound
water resource programs of particular benefit to the
residents of the Basin.
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The Board Plan under MISSION states:
This mission is accomplished by providing technical,
scientific and financial support Eor the projects which
result in the protection, improvement and maintenance
of water related land resources oE the Basin; by
offering assistance to local govern~ents and water
supply authorities for appropriate water management
projects; and by designing and maintaining water
control structures.
The Basin Board will support coordination efforts with
local governments and participate in the SurEace Water
Improvement and Management (SHIM) program to protect
the quality of surface waters.
,The Board INITIATIVES for Surface Water Management states:
~ ,
RESTORATION OF IMPACTED WETLANDS - focuses on restoring
the natural functions of significant wetland systems
which have been adversely impacted by man_
STORMWATER MASTER PLAN - focuses on development of
detailed plans for physical improvements to surface
water management systems to relieve flooding problems;
plans include both flood control and water quality
measures on a watershed basis;
WATER QUALITY MANAGEMENT PLAN - expands on the water
quality assessment to develop a priority for actions
throughout the watershed necessary to restore and
conserve the water quality of a surface water;
Tne Board Plan under BASIN PRIORITIES states:
The Basin Board priorities are those initiatives fro~
Section 3.0 which the Basin Board intends to emphasize
in the development of their fiscal year 1990-1991
budget. For each of these priorities, the Basin Board
is interested in identifying cooperative projects with
local governments_._ Coordination efforts will be
initiated to identify specific projects which are
consistent with the priorities.
SURFACE WATER MANAGEMENT
Floodplain analysis
Stormwater Management
implementation)
Master Plan
(Design and
SWIM Priority Water Body Project Assistance
Continuing Initiatives
Aquatic Plant Management
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~Q~~I!g_~Bg~~BY~
Additional legal guidance is found ih Chapter 258 of the
Florida Statutes which defines the "Aquatic Preserve".
Florida Statute 258.37(1) states:
"Aquatic preserve" means an exceptional area of
sUbmerged lands and its associated waters set aside for
being maintained essentially in its natural existing
condition.
Florida House 8ill No.4390 states in Section 1..:
The submerged lands of Pinellas County. ..are hereby
declared to be an aquatic preserve. . ..It is the intent
of the legislature that such bodies of water be
preserved, insofar as possible, in an essentially
natural condition so that their ecological and
aesthetic values may endure for the enjoyment of future
generations.
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i..; LIR 2 I 1991
CAMP GkcSSER & McKEE INC.
I
--------_.._-_._---..-_...~-- ----
W..;-'.;
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r1Ef-10RANDUI"1
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Tom i1iller - Environmental Hanagernent
:.:.: ~'. ",
TO:
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Tom Burke - C01'l
FROIl :
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DATE:
r'larch 18, 1991
(::,,' ,:;:'; ,';:, -.- -,..----
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-.......--...... ---........-------.--..--
SUBJECT: Stevenson Creek - Additional Hydraulic Hodeling of
"Natural Plan" Configuration
This summarizes my underscanding of the discussions and commencs during our
field inspection of Stevenson Creek on March 13, 1991. The inspection was
made by r.1ike Foley, Bruce' Nettleton, Tom Hiller and Tom Burke. The pUl"pose
of the inspection was to identify those physical characteristics of the
creek which v.'ere considered, by I'like Foley, as a representative of the
city's Environmental AdvisoL'Y Committee, to be inherent to a "Natural plan"
for storrnwater management. Those characteristics are to be incol"porated
into a computer model of the creek to simulate the hydraulic performance of
the "Natural plan" relative to flood pl"otection during a 25-year storm.
Comments and Discussion
A copy of the notes which I made dUl"ing the field inspection is attached
hereto. Those notes are summarized as follows:
Location
Comments and Discussion
Palmetto St. to
Douglas Ave.
North or Palmetto st. bridge, provide only for
"restorative maintenance" (no dredging).
Leave the bridge as it is. Provide for
vegetative plantings as required for improved
bank stabilization.
Drew st. to Palmetto St.
Don't change the Drew st. bridge. North of
the bridge, improve channel by removing
existing broken concrete and widen channel
top width to match existing bridge width
(30'). vertical concrete sidewalls are
acceptable for 100'+/- transition to existing
vegetated channel on both north and south
sides of the bridge. Sideslopes no steeper
than 2:1 are to be used fol" the vegetated
channel.
Cleveland st. to Drew st.
Don't change the Cleveland St. bridge. Clean
up the transition area at the south side of
the bridge. Acquire the Shooter Shack and
construct a small sediment trap for Cleveland
St. flow. Use vertical concrete wall
construction as required (200'+/-) along the
west side, in the area north of the bridge.
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L.,AMP DRESSER & McKEE INC.
HEf'10RA.!~DU11
tlarch 18, 1991
Page 2
Location
Comments and Discussion
Use 1.5:1 vegetated side slope on east side
for transition, and on both sides past
transition, keeping channel within existing
R~~. Protect trees from encroachment of side
slope. Leave west side of creek at Cleveland
st. as it is. Consider acquisition of old
Morrisons Cafeteria site for construction of a
detention pond.
pierce St. to
Cleveland st.
Leave pierce st. bridge as it is but relocate
existing pipeline located at south side of
bridge. Existing retangular concrete section
to Femain as is \.,ith earthen bottom.
Franklin st. to
pierce St.
Leave Franklin St. bridge as it is. Widen
channel and construct vegetated 4:1 side
slopes on both sides of creek. Relocate
pipeline on north side of bridge.
Remove pipeline from Court st. box culverts.
Leave bridge as it is. widen channel section
and construct vegetated 4:1 sideslopes on both
sides of creek.
Court st. to Franklin St.
Druid Rd. to Court St.
Relocate existing weir from Druid Rd. to
upstream face of Court st. Relocate existing
pipeline at Druid Rd box culvert and leave
bridge as it is. Construct a 12.3-acre
wetland/lake in Glen Oaks Golf Course to be
controlled by weir at Court st. with a crest
elevation of 16.0.
Jeffords st. to Druid Rd.
Remove accumulated silt in Linn Lake and
revegetate existing channel. Leave creek as
it is. OK to construct culvert beneath the
Jeffords st.
Browning st. to
Jeffot:"ds St.
The Bro\>.-rning St. culverts \.,ill t:"emain in
place. This reach of channel will be widened
and 20' wide retangular concrete-lined section
constructed as per the city's pt:"oposed plan.
A fabriform-lined channel section will be
constructed as per the City's p~oposed plan in
this 300' long channel reach.
Lakevie\v Rd. to
Bro\'ming st.
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CAMP DRESSER & McKEE INC.
t1Ef'.10RANDur1
t.1a rch 18, 1991
Page 4
o Channel improvements will be directed toward those required for
improved hydraulic transition and protection of existing structures.
o The Druid Rd. control structure will be replaced by the proposed
Court St. control weir structure.
o The model will represent a grass-lined, earthen channel between
Pierce St. and Court St., except for concrete-lined transi tions at
the bridge structures. The channel reach between Drew St. and
Cleveland st. \"il,l transition from a concrete rectangular section,
at the north side of Cleveland st. to a grass-lined earthen section,
beginning about 200 feet dm.mstream and ending at Drew St. Channel
dimensions will conform to existing Ra~ limits.
o The model will continue to incorporate the proposed box culverts
within the Jeffords St. right-of-way. The continued use of the
existing creek north of Jeffords st. is not hydraulically
significant to the model.
o A grass-lined channel will be modeled in place of either the
existing 5411 CHP or the proposed fabriform-lined channel betvJeen
Belleview Blvd. and St. Thomas Dr. This channel will have a 30'
top width and 2:1 sideslopes.
o A grass-lined channel ~rill be modeled in place of the proposed
fabriform-lined channel between Lakeview Rd. and Belleview Blvd.
This channel will have a 30' top width and 2:1 sideslopes.
o The Rice Lake weir will be replaced by the proposed labyrinth weir
structure, as per the City's plan, to provide for improved treatment
of waters discharged to downstream locations. The St. Thomas Dr.
culverts will not be replaced, however.
The proposed modeling work should reasonably represent the hydraulic
performance of the "Natural Plan" as detailed by Hike Foley and Bruce
Nettleton. Understand that, because the existing culverts and road
crossings f~~ the ~jor hydraulic cause of local flooding problems, the
proposed "Natural plan" model \-,.Ti11 probably continue to indicate extensive
flooding along the Stevenson C~eek during a 25-year event. As a result, it
is not likely that the proposed "Natural plan" will provide reasonable
flood protection.
please review this memo with the Environmental Advisory Committee and let
us know if you concur \dth our understanding of the "Natural plan" and its
representation as summarized above.
dmc
HEr.HC. 1/35
c: William C. Baker
Michael G. Taylor
~ov~R)
(
CAMP DRESSER & McKEE INC.
tlEI'10RANDU11
Harch 18, 1991
Page 3
Location
Comments and Discussion
Belleview Blvd. to
Lak ev i ev.' Rd.
A grass-Ii ned channel section vJi th a 30' top
width and 2:1 sideslopes will be constructed.
The Belleview Blvd. culverts will remain in
place.
St. Thomas Dr. to
Bellevie\V Blvd.
The Rice Lake control weir will be replaced
as per the city's proposed plan, but the St.
Thomas Dr. culverts will remain intact. The
54" CHP vJi 11 be removed and replaced by a
grass-lined channel section with a 30' top
width and 2:1 sideslopes.
Hydraulic Hodeling
Based on the results of the field inspection, summarized above, it is
reasonable to adapt the hydraulic model for consideration of the "Natural
Plan". The substantive hydraulic differences in the "Settlement Offer" and
the "Natural Plan" configurations are related to considerations of the road
crossings. The "Settlement Offer" anticipates substantial constructed
improvements to major road crossings; the "Natural plan" anticipates no
structural changes to road crossings except at Jeffords st. Relocation of
the pipelines considered in the above comments is common to all
alternatives, and is not a consideration of hydraulic differences be~~en
the alternatives analyzed.
Previous detailed consideration of the "Settlement Offer" included the LIse
of the Glen Oaks Golf Course as a flood detention pond. At elevation 18.0,
the golf course was modeled to provide a detention area of about 12.3
acres. Computer modeling confirmed that construction of the 12.3-acre pond
would reduce the 25-year peak flow by only about five percent. Based on
this limited reduction, it is considered that construction of relatively
small detention ponds at the Shooter Shack and Horrisons Cafeteria sites
would have negligible impact on the required channel capacity. As a
result, further consideration of those sites will be not be represented in
the hydraulic model, but reserved for subsequent consideration for
permitting and water quality enhancement.
Specific comments on the modeling characteristics of the "Natural Plan" are
as folIO\>Js:
o All existing bridges will remain \~ithout change except for Jeffords
st.
o All channel improvements v:ill be constructed \..;i thin the limits of
existing city-ovmed right-of-way.
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OPERATING
ADOPTED
BYLAWS
BY THE
FOR EKV~RONMENTAL ADVISORY COMMITTEE
C~TY COMMISSION ON JULY 19, 1990
I. Membership and Terms:
Staff recommends that a body of ten (10) citizens who are permanent residents of
Clearwater be appointed by the Commission. Following an advertisement for
interested parties filed by the City Clerk, a pool of interested citizens ~ill
be developed. Each Commissioner will appoint one (1) representative for a 3-year
term. The remaining five (5) members will be appointed by a vote of the full
Commission. Three of the five (5) members selected from the pool and affirmed
by a vote of the Commission shall serve for a 3-year term. Two (2) remaining
members selected from the pool and affirmed by a vote of the Commission shall
serve for a 2-year term.
II. Meetings, Officers and Rules:
(a) The committee shall meet quarterly and at such other times as the
board, by majority vote, may find necessary.
(b) The committee shall select a chairman and a secretary, and such
other officers as it may find necessary, from its membership.
(c) The committee may adopt such rule of procedure as it finds
necessary, which shall not be in conflict with Florida law or
ordinances of the City.
(d) Officers shall consist of a Chairman, Vice Chairman and Committee
Secretary. Each officer shall serve for a term of one year. The
Chairman shall be limited to a one year term of office and shall not
serve consecutive terms of office during appointment to the
committee. (Approved by E.A.C. December 13, 1990)
~I:I. Removal:
The City Commission shall have the power to remove any member of the Clearwater
Environmental Advisory Committee for misconduct, any conflict or neglect of duty.
In addition, the City Manager shall have the power to remove any member because
of the uneKcused absence of the member from meetings of the Committee as provided
in Section 22.06 of the City Code (i.e., three (3) unexcused absences in a
calendar year).
IV. Duties:
The Clearwater Environmental Advisory Committee shall be supported by City staff
and my review and make recommendations to the City Commission concerning all
water, wastewater and stormwater programs or projects initiated by the c~ty
exceeding $50,000 in construction cost or other progr~s selected by major~ty
vote of the Committee which have other substantial environmental benef~ts or
consequences upon Clearwater's natural resources.
At the Committee's option, these other programs would include but not be limited
to:
(1) Upland and wetland habitat preservation and creation.
(2) Natural shoreline restoration.
(3) Wetlands restoration to include fresh water and marine systems.
(4) Purchase of properties for preservation of unique ecosystems.
Requests for information and staff work shall be by consensus of the Committee
and in keeping with the City Commission policy regard~n9 projects and requests
for staff work, 1. e., staff projects or reports generated at the majority request
of the Committee requiring more than eight (8) hours of work must also be
approved by a majority vote of the City Commission.
, . ,......' .' .... _' ," : ' . . .t _ '. ' '.' . . .'." " :. ,':' . , . . J: . ". . .... . .... .., . .
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TO:
Envircnment61 f..dvisorv Comn:ittE'!E:-
FRO/'1 :
Sub-committee on Steverl~:orJ Creel:
SUBJECT:
Stevenson Cree~: - Additional Hvdraul ic f'1odeling of
"Natul-al Plan" ConriJ;!ur'ation
~~~s-~s-a-e~ap4~~ea~~B~-~G-HrT~eru-Bul.k~F-me~G~8~duru-ef-3-}8-91
WA ~GA-WaS- easeEl-8Ft- :t:Ae- -:i Rspeet:- -i. SR-tof -f'EtF t S-G [. -tl'te -st-Feam- BV
M~ke-Fs~eYT-BF~ee-Net-~~e~eAT-~em-H~++ep-aRd-~eHI-Bupke-SA
a-~a-9~-as-pep-~~e-~tle-EAv~peRmeRt&}-AdV~8GPY-Gamm~,~~ee-peq8e8~
~eF-~8P~~eF-st~dY-e~-G~aRAe}-meEl4~~Ga~~OR8-U84np-R8:t:uPa~
met~e~s~-te-pFesepve-aAd-ppe~eet-Rat~pa~-supfaGe-wa~ep-sys~ems
e.f--G~eapwa:t:ePT
The characteristics of a "Natural Plan" are to be incorporated
into a computer model of Stevenson Creel: to simulate the
hydraulic performance of 8 primarily natural channel relative
to flood protection and environmental aspects durin~ a 2S-vear
storm.
~Q~~~~t~_~D9_Qi~c~~~iQD
1.0 - General
-_._-----
1.1 - Bridges throughout the system are to be sized so that the
floh' of watel- under normal conditions and in a storm event ~s
not restricted for velocities at the top of bank of up to 4
feet per second. and for safe traffic concerns.
I
il
"
.
1.2 - Achieve a 4:1 vegetated sideslope wherever possible.
Vegetation selected is to be of approved native species that
will provide bank stability, nutrient uptake, habitat,
aesthetic value, relatively low maintenance and will not
restrict the flow of storm waters. ~he engineering approach to
altering streams must also take into account the importance of
riparian vegetation adjacent to the stream which may control
many biologically important channel characteristics.
Undesirable vegetation is to be r~la~edr ap roved desirable
vegetation. ,1.J.Al_^../l--::__~<LP->1'v--~ 1~,.. _ ~ . a....., .t:::> )
( ~~ ~~ ~ ~-~ - - 0 ~
1.3 - Al]~hannel improvements will be constructed within the ~ ~
1 i m i ts of c~-own-ed--1:.-,i-g.i+t--of Hd-\l (Raw..) usi rl.e.' c::.l-i--oC Ll I~ ROy;J ~ ~
where necessa ry h-i th ..JlP__r:e~f1--t--:fep--a IUd 11 1 L~lldl IC;8 E1a-=-{;:HlI~llt
a l~ng cha nneL~--::- Ma i-R t...e;-Jar-lce 0 f tAe -Cha-flneT' W i-.l-r-De ~ne
f~~om ,-bo~'ts r;h Lc;..,h i s_ a -f.lorm.a 1 -aq.uati c 'mai--ntenance metftGd.
Maintenance workers must be properly trained in how to maintain
aquatic vegetation to avoid the practice of indiscriminate
cutting and spraving.
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LocatiQn
_ _ _. __ _ 4 ._
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Palmetto St. to Dou81as Ave.
Nor1..rl of the Pa 1 met to St . br i dFe prov ide on 1 v f 01"'
"l~estorative maintenance" and vegetat iVG plantins. (See
1.1. 1.2)
Dr e h' E:: t. toP a 1 met t 0 ~: t .
North of the Drew St. bridge (in Clearwater Countl-v
Club) remove ex.isting broken concrete. Transition
channel top width to meet bridge Hidth. On both north
and south sides of Drew St. bridge vertical concrete
sidewalls above the wetland area are acceptable for
lOa' +/- transition to vegetated channel. Sideslopes
of 4: 1 are to be used fOI~ the vegetated cf1annel. (See
1.1. 1.2. 1.3)
Cleveland St. to Drew St.
Clean up transition area north of Cleveland St.
bridge. Construct a sediment trap on the Stlooter Shac.!;.
property (Citv property) for Cleveland Street storm
pipes on east side of stream. Use 4:1 vegetated
sideslope up to maximum ROI-J. Protect trees from
encroachment of sideslope. If easement permits widen
west bank of channel just north of Cleveland St.
bridge and allow use of vertical concrete wall for 200'
+1- along west side of channel north of bridge above
wetland area. (See 1.1, 1.2, 1.3)
Pierce St. to Cleveland St.
Existing vertical concrete walls and earthen bottom may
remain unless ROW will permit removal and replacement
with 4:1 vegetated sideslopes. GeRs4eeF-a6q~4s~~4eA-eg
~a6aA~--Mer~~seA--Ga~e~er~a--s~~e-~er--eeRS~~~€~~eR-e~-a
ee~eA~~eA-~eAe-~G-SeFYe-E~eFm-p~~e-~~ewE-~pem--weE~--e~
~Re-s~Feam~ Relocate the pipes on the sides of the
Pierce St. bridge. (See 1.1,1.2.1.3)
F~anklin St. to Pierce St.
Widen channel and construct 4:1 vegeta~ed sideslopes on
both sides of creek. Relocate pipes on both sides of
Franklin St. bridge. (See 1.1.1.2,1.3)
Court St. to Franklin St.
When replacin~ the Court St. bridge a major
consideration lS the oipe under the bridge that has
been the cause of numerous blockages in the past and
must be relocated. Widen the channel section and
construct 4:1 vegetated sideslopes on both sides of
creek. GeR6~eer---~eweF~Ag~--ev--e~eaYa~~eA~--~Ae--ea~~
~4e~a--GR--eaE~-s~ee-ef-s~Feaffi-ae4a6eR~-~e-~FaAk~~R-8~~
~G-~A6FeaBe-?~eea~~a~R-6~eFageT (See l.l, 1.2. 1.31
~,
. . . . ' .'. ';: .". . . .' . ~ " . . '." l . ' .' . .' . . ." \ .' . '..., . ~ ." " J .... . '. " .... . . '" ~. I'.... .
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Dru ic f:d. to c.:cur t 8t.
Con~truct. a wetland/laYe~ dE-'tcntion 2\'stc=.lf; Jr', C;li:-=ifJ (jc.lr:::
<Citv prOPErty) u8irq:! rlatul~al m(~t:rjoc!:: 2:nO nd.....i..'(,
vegetation. Shape the system to ma~imizG U8G [0]'
detention oreservin? as man\' trees a::: possible and to
pl~ovide dGsthetic benefit::.. F:elocatc cxi~tin~ ""GJr
fl-'orn Uruid r~d. to nOl't.h (do\....nstream) of LlJ'uid F:oad an
approoriE1te distancG from tll8 bridf;c 20 -:.llrl1 bacl:h'CitGr
affecting flows under the bridge ~i 11 be minimi=ed, vet
allow for a detention pond in Glen Oaks. Consider a
.....ider ":eir to reduce bacl:\.Ic:,te~" conditior,. Relocate
existinF-' pipes on sides or and uncjer t,he Druid F~d.
bridge, which do obstruct flow and have caused
blockages in t1le past. (See 1.1, 1.':;. 1.2.)
Jeffords St. to Druid Rd.
In and alonf Lynn Lake vegetate the existing channel to
improve bank stability. nutrient uptal:e and habitat.
Widen the north bank of channel that runs east and west
along Jeffords Street up to the maximum ROW using 4:1
vegetated sideslo?e. Relocate pipes crossing channel
if they present hVdrologic problems. OK to construct
culvert or pipe beneath Jeffords St. and Hillcrest Av.
Include both natural channel and culvert or pipe in
hYdrologic model. (See 1.1. 1.2, 1.3)
Browning St. to Jeffords St.
Extend new culvert or pipe running under Jeffords St.
around the corner to the south under Hillcrest Av. on
west side of channel with pipe gaged to allow adequate
flow rate. Restore natural channel by removing excess
siltation and vegetate to protec~ banks. Protect tree~
from encroachment of sideslope if necessary. Allow
high water flows to enter new culvert or pipe which
Hill conve\' f low under Hi 11 crest .~v. 2nd Jef fOl~d s Si: . .
Normal flows are not to enter the new culvert or pipe
in order to sustain a wildlife corridor in the natural
channel. (See 1.1, 1.2, 1,3)
Lakeview Rd. to Browning St.
ij
Leave as is excep~ to restore and vegetate channel
where necessary. Adjust size of Browning St. culvert
to provide unrestricted flow up to 4' per second flow
rate at top of banl~. (See 1..1, 1.2, 1.3)
Bellview Blvd to Lakeview Rd.
Widen channel just south of Lakevie~ Rd. on west bank
for 300' +/- to allow greater capacity and a 4:~
vegetated sideslope. Restore existing natural channel
and widen tD a top width up to the maximum ROW with 4:~
vegetated sideslope. (See 1.1. 1.2, 1.3)
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St. TJ-IOlll.':!S ['1'. t.O 5~11\'it::v: E,l\/d.
Remove ~he underground pipes and replace with v8getated
c h ann e 1. T his c h ann e 1 w ill fJ a ve a nap p l' 0 P r' i ate top
I-:idttl up to the maximum ROWand sideslope:::: cf ..:.: 1 irl
the wetland area. Remove the Rice Lake control weir
and move it to the north side of St. Thomas Dr..
constructing an appropriate control structure that .....ill
not: cause star-nation and ",.'111 P!~ovide for irnpl-oved
treat.ment of waters discharged to downstream locations.
Replace the St.Thomas Dr. culvertE if necessary to
provide unrestricted flow up to 4' per second flow rate
at top of bank. (See 1.1,1.2,1.3)
HY~~~~lif_~Q~~li~f
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~
The purpose of this hydraulic modeling IS to determine the
feas~~~~~~Y-e~-a-Ra~8Fa~-6~aARe~-~eF-maRag~Re-Repma~-aA~-s~eFm
f~ew-eeA~4~~eRs~ ~~E~~!!Y_~f_~_Q~!~r~!_~n~~Q~!~ Once the
capacitv of a natural channel is established any additional
capacities that may be needed to manage a 25-vear storm event
can be determined in the sub basins c:.lon2 the svstem. 1.t.-w~.,l1-
~e-pe8s~~~e-te-~ef4Ae-~~e-S~Be-aR~-apPFe*ima~e-~eGa~~eAs-sf
a~~~{4eAa~-~e~eA~~eR-aR~-pe~eR~~eA-EY8~ernS-Reede~-te-mee~-~~e
f~~~-~6-yeap-peq~4FemeR~-fep-~~e-~aS~AT
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ge~eR~~eH-GP-pe~eA~~eR-peR~s-a~-~Re-8RGe~ep-8Aaek~-H8Fr-4SGR
Ga~e~er~a~-G}eA-Gaks-aRe-e~eaYa~ieA-8~-~Ae-~c:.~~-~~e~e-alGA?
FraR~~~R-8~~--w~~~-Aave-seme-impae~-eR-~Ae-e~aRRe~-eapae4~~-aAe
w4~~-prev4ee-gpea~~y-4mppe~ee-wa~eF-~~~~i~~-aRe-Aat~Fa~
Raei{a~,..
The proposed modeling work should accurately represent the
hydraulic performance of the "Natural Plan" as detailed by t1il-~e
Foley and Bruce Nettleton and approved by the Environmental
Advisory Committee. Aae~~48Ra~~~T-pFepesee-mee4~~6a~ieBs-mBs~
oe-SBeA-tHa~-a-GempFeReRsi~e-Wa~ersAee-MaRa8emeR~-P~aR-aRa-a
8~eprnwa~er-MaRagemeA~-P~aR-~er-~~e-S~eYeRSeR-G~ee~-Bas4A-W*~l
Re~-ee-eeffipFeffi~se6-e~-p~e€~BeeeT-aRe-~Aa~-~~e~-ma~-ee-8~~~ffiiEeG
fe~-~Fe~e€~~eR-e~-~Ae-Ra~BFa~-s~F~aee-wa~eFs~-~Re-6ewAs~~eam
es~~aF~es-aR6-G~eaFwa~e~-RaF~er~
J..dditional specific comments on char5cteristics of the "Natural
Plan" E1re as follows:
9iFe6~-a-}aRe-ae~~i6~~i~R-PFegr-arn-aB-Reeeee--~G-~eA8BFe
~Re--6eAse:-Ya~~eA--aAe--ppe~eG~ieA--ef--~Ae-FeB9~FGe-~A
aeeeFeaA6e-~~~R-~Ae-SWF~M~-~4s~p46~-GgAb8~
GRaRRe~--~mpr-eYemeR~S--w~~~--ee--~Aese---Feg,~~F8e---feF
~rn~peVee--RY6Fa~~~6-~paRs~~~eA~-wa~eF-~~a~~~~-eeAefi~sT
pFe~e€~~eR-e~.-eeWRs~peaffi-es~~a~~aR--s~s~emST--aeS~Ae~~6
Ya~8eB~--aRe--PFe~ee~ieR--aAe--~rnpFeYemeR~--e~--Aa~BFa~
S~Feaffi-~8R€~~eR5~
The model will represent a vegetated channel between
Bettv Lane and Bellview Blvd.. except for a minimum of
structural lining to protect the bridge structures.,
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The model will continue to incorporate a box culvert or
pipe under Jeffords St.. sized for adequate flow rate.
and may extend that structure south, under Hi llcrest
St. on the west side of the stream to Browning St.. It
is intended that this culvert or pipe be for the
conveyance of water in storm events onlY. NeF~a~-f}0wB
ape~Aet-~e-eRteF-th4s-GeAVeVaRee--svstem--in--ep~ep--~e
s~s~a~R-a-w~~~~4fe-eeFP4dep-4A-~~e-Ra~Ura~-Gt~eam"
~he-~Na~~pa~--P~aAll_-is--iR~eAde~--te--eeA€eFm--te--t~e
baws-aR~-Re~~la~ieRs--e~--t~e--8~ate--of--,FloF~cla~--t~e
Ge~ee~ives--ef--~Ae-g0utA-West-F~ep~ea-Wa~eF-MaAagemeAt
~4s~p~e~-aAe-P4Re~~as-ARe~e~e-R~veF-Bas~H-80aFdT-aAa-~e
~Ae-G~tv--ef--G~eapwatep--GemppeAeRs~ve--WateF--'G8a!4~v
ppe~pam-wA~eA-s~ates+
MA~N~A~N-9R-REo~gRE-~HE-NA~~VE-VEGE~A+~GN--ANQ
NA~~RAb-86GPg--GF--+HE--8HGRE6fNE-----GeAepet;e
seawa}~s-aA~-st;eep-FeGkY-s~e~es--8RfeF~~Aa~e~Y
Fef~ee~-~Ae-a~F~~t;--~paRsit~eR--€Fero--~aA~---te
watep-a~eA~-m~eA-ef-euP-s8eFe~iAeT---AR--4eea4
watepfFeRt-~pev~ees--a--geA~~e--s~epe--thFe~gA
Aat4Ye--we~~aR~--aAd--a~8at~e---p~aA~6T----T~e
gFae~a~~v-s~ep€e~--vege~ated--sAepe+4Ae--a~eAg
e4teAes~--eFee~s--aA~--wateFeee~es--e~€eFs-Re~
eR~y-aH-effeet4ve-ae~eAse-aga~As~-epes~eR--e8~
a~se--a--p4s~-5eRe-~R-W~4Gh-F~aA~s-aAd-aA4ma~B
tAF4Ye~--Na~~ve-p~aA~s-a*eA8-~Ae-sReFe~4Ae-aFe
s~ab~}4Beps~--~~eip-F8e~8T--~8aYeS--aA~--B~ems
tpap---aAe---Ae~d---sea4m8A~~---aB---we}~---aB
~~e~eg4ea}~~-f4~~ep-eut-~e~~~taA~s-eaPF4€~--~R
FBRe~fT---SAepe--p!aA~s--a*6e-SRe~teF-aAe-~eee
a~~-~4~e-B~ages-ef-~~Fe6-aAe-etRep-aR~ma~s~
c: Michael Wright. City Manager
William C. Baker. Director of Public Works
Terry Finch, Watershed Manager
Allen Mayberry. City Forester
Torn Burke, Camp Dresser & Mckee
Michael G. Taylor, Camp Dresser & Mckee
Stewart C. Anderson, Deputv Executive Director, SWFWMD
Members. Clearwater Environmental Advisorv Committee
Michele Krentzrnao, League of Women Voters. NR Committee
Bruce Nettleton. Florida Eco
Enc: Laws. Regulations, Goals. Objectives and Policies
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FAX ME S S AGE
CITY OF CLEARWATER
PUBLIC WORKS DEPARTMENT/ENGINEERI~G
SENDING LOCATION FAX NUMBER: (813) q62-66q1
OFFICE TELEPHONE NUMBER: (813) 1~62-6970
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MESSAGE:
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FROM:
DATE:
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C I T Y 0 F C LEA R W ATE R
Environmental Advisory Committee Memorandum
TO:
city of Clearwater Commission
THRU:
Michael Wright, City Manager
FROM:
Bill Jonson, Chairman
Environmental Advisory Committee
DATE:
April 25, 1991
SUBJECT:
Environmental Management Group staffing
commission approval of the stormwater utility Program in December
provided that a portion of the revenues generated by this program
would enhance the Environmental Programs for the City of
Clearwater. The greatest percentage of those funds anticipated for
the Environmental Management Group were in support of four new
positions.
The Environmental Advisory Committee has had an opportunity to
review the Environmental Management Group I s "Comprehensive
Environmental Management Programs and Reorganization Plan of
November, 1990 at the March, 1991 Committee meeting. The Committee
has endorsed the prograns contained within that document and fully
supports the reorganization plan as proposed.
The Committee recognizes the many challenges and opportunities that
are before us. The Committee also recognizes that the proverbial
"clock is ticking away" with the Federal National Po'llutant
Discharge Elimination System (NPDES) permits looming on the
horizon. As a result of that awareness, we are concerned about
present staffing l.evels in the Environmental Management Group and
the rapidity with which those positions are being filled. It is
the opinion of this Committee that delays to complete staffing
within Environmental Management could prove critical to the full
implementation of Environmental Programs for the city of
Clearwater.
Therefore, the Environmental Advisory Committee respectfully
requests that every possible effort be made to expedite the
Environmental Programs for the City and complete the recruitment of
additional staff identified in the reorganization plan and approved
by the Commission through the Stormwater utility Program.
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CLEARWATER SIGN AMORTIZATION PROGRAM
In 1985, the Clear~ater City commission adopted sign regulations to
improve the appearance of the Clear~ater com~unity. As part of
these regulations I exist.ing signs which did not conform to the
regulations will be required to be brought into compliance by
October 13, 1992. This period in which nonconforming signs are
allowed to remain is called an "amortization" per iad. Business
owners nay have already received some notice of this amortization
period 'through notices from the city IS occupational license off ice.
Amortization periods for nonconforming signs are an established
legal procedure. Despi te nUl1\erous legal challenges, state and
federal courts (inc1uding the U. s. Supreme Court) have consistently
upheld the ability of local governments to establish amortization
periods.
The Clearwater Planning and Development Department is nearing the
completion of its inventory of nonconforming signs across the city~
Once this inventory is complete, letters will be mailed to all
property owners having nonconforming signs; these letters "Will
describe the type oE nonconformities and list options availab1e for
property owners who wish to appeal or challenge any determination
of nonconformity. A contact person will also be listed for
property owners who have questions.
As required by city Code, the Planning and Development stafE vill
notify all property owners having signs which are currently
nonconforming by mid-April of this year. This will provide an 18
month notice period to allow property owners to bring their signs
into compliance with City code. ,
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RECLAIMED WATER MASTER PLAN
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SUPPLEMENT TO
CENTRAL PINELLAS COUNTY 201 FACILITY PLAN
(APRIL 1979)
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SUPPLEMENT TO PRESENTATION
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MAY 30, 1990
CAMP DRESSER & McKEE INC.
CLEARWATER
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environmental engineers, sC/9ntlsts, CD M
planners & management consultants
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THOMAS W. BURKE, P.E.
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Tom Burke has performed major studies and design of water and
wastewater conveyance and treatment facilities to serve communities
with populations ranging from 10,000 to 1 ,000,000 people. He has
worked on the planning, design and operations of numerous
reclaimed water systems. For the city of St. Petersburg, Mr. Bu rke
contributed to the update of the reclaimed water system master
plan, reclaimed water distribution system extensions, and annual
report on wastewater facilities and management.
JAMES CROOK, Ph.D., P.E.
Dr. Crook is an expert in the field of wastewater reuse. He has
published numerous technical papers, reports, guidance manuals and
articles regarding wastewater treatment, disposal, and reuse. He
has served as an advisor to the National Sanitation Foundation,
United Nations Development Programme, Pan American Health
Organization, and has 15 years of service with the California
Department of Health Services. Dr. Crook is responsible for
technical coordination and guidance of reclaimed water projects for
COM, and has worked recently on reclaimed water projects in St.
Petersburg and Manatee County.
JAMES L. HAGERTY
Mr. Hagerty works in the disciplines of water, wastewater, and
reclaimed water facility planning, design, and operations. He has
designed wastewater treatment plants, pumping stations and
transmission facilities to satisfy reclaimed water criteria for the
cities of Venice and Cape Coral, Florida.
DIANE C. KEMP
As a CDM management consulting specialist, Ms. Kemp applies l1er
. experience in rate setting, special assessments, budget reviews, and
municipal accounting to a variety of water, wastewater, and solid
waste projects. She has performed rate studies and has worked ()n
special assasslnent projects and impact fee analyses. She has a
strong background in accounting and economics, including computer
applications and evaluations.
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PHASE I RECLAIMED WATER SYSTEM.. SINGLE FAMILY UNITS
phase I
w/SRF
phase I
wjRevenue Bond
TransmissionjPumping/Storage/
Construction, Contingency and
, Engineering
Finance Costs
LoaQ/Bond Amount
$ 6,63~,350 $ 6,634,350
928,B09 1,393,214
7,563,159 8,027,564
588,980 805,749
156,480 156,480
745,460 962,229
625,920 625,920
Annual Debt Service
Operation & Maintenance
Annual Transmission Costs
Gallonage Revenue
($0.30/100 cu. ft.)
(1,337 cu. ft. 10,000 gals.)
Loan/Bond Amount
119,540 336,309
10,370 10,370
$11.53 $32.43
6,259,680 ,6,259,680
876,355 1,314,533
7,136,035 7,574,213
555,717 760,245
7,699 7,699
$72.18 $98.75
Fixed Fee Revenue - Transmission
ERUs (thli ts )
TransrrUssionjPumping/Storage
- Annual Fixed Fee/ERU
Distribution Construction,
Contingency, Engineering
Finance Costs
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Distribution
Annual Fixed FeejERU
Annual Fees per Single Family Home ERU .
Fixed Fee
$84.00
. $0.30/100 cu. ft.
$131.00
$0.30;100 cu. ft.
Gallonage Billing Rate
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CITY OF CLEARWATER
PHASE I RECLAIMED WATER SYSTEM MULTIFAMILY UNITS
Annual Fixed Fee per Single Family ERU
Multifamily Ratio
Multifamily ~ual Fee Per Unit
Gallonage Billing Rate
Phase I
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$ 50.40
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CITY OF CLEARWATER
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PHASE I RECLAIMED WATER SYSTEM.. OPEN SPACE UNITS
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:,,":A'::)', >:. " ' :;",(. ~u.~l Fixed Fee Pet' Single Family ERif
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: '.1 ,:}I.?'> .',. .' .~~t Space Ratio
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Gallonage.Billing Rate
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w/SRF w/Revenue Bond
$ 11.53 $ 32.43
3.2 3.2
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$ ,37.00 $104.00
$0.30(100 cu. ft. $0.30/100 cu. ft. '
Ann~~l Fixed Fee/Acre
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AAnnual fixed fee for transmission piping, pumping and storage facilities.
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