SILVER PALMS COMMUNITY DEVELOPMENT
DISTRICT

MIAMI-DADE COUNTY REGULAR BOARD MEETING SEPTEMBER 19, 2022
6:00 P.M.

Special District Services, Inc. 8785 SW 165th Avenue, Suite 200
Miami, FL 33193

www.silverpalmscdd.org 786.347.2711 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA SILVER PALMS
COMMUNITY DEVELOPMENT DISTRICT
Meeting Room at Mercedes Benz of Cutler Bay 10701 SW 211th Street
Cutler Bay, Florida 33189
REGULAR BOARD MEETING
September 19, 2022
6:00 p.m.

Call to Order
Proof of Publication	Page 1
Establish Quorum
Additions or Deletions to Agenda
Comments from the Public for Items Not on the Agenda
Approval of Minutes
June 20, 2022 Regular Board Meeting & PH	Page 2
New Business
District Engineer Presentation of Lake Bank Easement Criteria for the Boards Consideration
of Approval…	Page 6
Discussion Regarding Adopting a District Rule Pertaining to Lake Bank Easement Criteria and to Consider Setting a Hearing Date	Page 22
Discussion Regarding Encroachment at 10882 SW 229 St	Page 28
Discussion Regarding Encroachment at 10888 SW 229 St.	Page 30
Old Business
Administrative Matters
Financial Update	Page 32
Accept and Receive the 20-Year Stormwater Needs Analysis as required by FS Section 403.9302	Page 36
Additional Board Member/Staff Comments
District Counsel Update on the 2022 Florida Legislative Session.	Page 62
Adjourn

.,

MIAMI DAILY BUSINESS REVIEW
Published Daily except Saturday, Sunday and Legal Holidays
Miami, Miami-Dade County, Florida

STATE OF FLORIDA COUNTY OF MIAMI-DADE:

Before the undersigned authority personally appeared GUILLERMO GARCIA, who on oath says that he or she is the DIRECTOR OF OPERATIONS, Legal Notices of the Miami Daily

Business
Saturday, published

Review f/k/a Miami Review, a daily		(except Sunday	and	Legal	Holidays)	newspaper,

at Miami in Miami-Dade County, Florida; that the

attached copy of advertisement, being a Legal Advertisement of Notice in the matter of

SILVER PALMS COMMUNITY DEVELOPMENT DISTRICT - FISCAL YEAR 2021/2022 REGULAR MEETING SCHEDULE

in the XXXX Court,
was published in said newspaper in the issues of 11/05/2021

Affiant further says that the said Miami Daily Business Review is a newspaper published at Miami, in said Miami-Dade County, Florida and that the said newspaper has heretofore been continuously published in said Miami-Dade County, Florida each day (except Saturday, Sunday and Legal Holidays) and has been entered as second class mail matter at the post office in Miami in said Miami-Dade County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement; and affiant further says that he or she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of this	advertisement	for publication in	the	said

(SEAL)
GUILLERMO GARCIA personally known to me

./.-.?. ·:&··"*'i• Commission# GG 21m1

.··" ? ,, CHRISTIN-A LYNN RAVIX

\ .	-�i Expires November 19, 2022
'•1.;;1Ri';f  ?:t":-.. BondedThruTroyFalnl11S11rance  800-385-7019

Page 1

SILVER PALMS COMMUNITY DEVELOPMENT DISTRICT PUBLIC HEARING & REGULAR BOARD MEETING
JUNE 20, 2022

CALL TO ORDER

The June 20, 2022, Regular Board Meeting of the Silver Palms Community Development District (the “District”) was called to order at 6:02 p.m. in a Meeting Room of Mercedes Benz of Cutler Bay located at 10701 SW 211th Street, Cutler Bay, Florida 33189.

PROOF OF PUBLICATION

Proof of publication was presented that Notice of the Regular Board Meeting had been published in the Miami Daily Business Review on November 5, 2021, as part of the District’s Fiscal Year 2021/2022 Regular Meeting Schedule, as legally required.

ESTABLISH A QUORUM

It was determined that the attendance of the following Supervisors constituted a quorum and it was in order to proceed with the meeting: Chairperson Lisa Riley, Vice Chairman Miguel Zaiter and Supervisors Omar Reyes (via phone), Bryan Riley and Ashley Riley.

Staff in attendance included: District Manager Gloria Perez of Special District Services, Inc.; General Counsel Gregory George of Billing, Cochran, Lyles, Mauro & Ramsey, P.A.; and District Engineer Juan Alvarez of Alvarez Engineers, Inc.

ADDITIONS OR DELETIONS TO THE AGENDA

There were no additions or deletions to the agenda.

COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA

There were no comments from the public for items not on the agenda.

APPROVAL OF MINUTES
April 18, 2022, Regular Board Meeting

Mrs. Perez presented the April 18, 2022, Regular Board Meeting minutes and asked if there were any corrections or additions.

There being none, a MOTION was made by Supervisor Ashley Riley, seconded by Supervisor Bryan Riley and unanimously passed approving the minutes of the April 18, 2022, Regular Board Meeting, as presented.

Mrs. Perez then recessed the Regular Board Meeting at opening the Public Hearing.

PUBLIC HEARING
Proof of Publication

Proof of publication was presented that Notice of the Public Hearing had been published in the
Miami Daily Business Review on May 31, 2022, and June 7, 2022, as legally required.

Receive Public Comment on Fiscal Year 2022/2023 Final Budget

Mrs. Perez then opened the public comment portion of the public hearing to receive comment on the Fiscal Year 2022/2023 Final Budget. There were no comments.

Mrs. Perez then closed the Public Hearing and reconvened the Regular Board Meeting.

Consider Resolution No. 2022-02 – Adopting a Fiscal Year 2022/2023 Final Budget

Mrs. Perez presented Resolution No. 2022-02, entitled:

RESOLUTION NO. 2022-02

A RESOLUTION OF THE SILVER PALMS COMMUNITY DEVELOPMENT DISTRICT ADOPTING A FISCAL YEAR 2022/2023 BUDGET.

Mrs. Perez read the title of the resolution into the record and stated that it provides for approving and adopting the fiscal year 2022/2023 Final Budget and the non-ad valorem special assessment.

A MOTION was made by Supervisor Zaiter, seconded by Supervisor Reyes and unanimously passed adopting Resolution No. 2022-02, approving the Fiscal Year 2022/2023 Final Budget, as presented and setting the fiscal year 2022/2023 Final Budget and non-ad valorem special assessment tax roll (Assessment Levy).

OLD BUSINESS

There were no Old Business items to come before the Board.

NEW BUSINESS
Discussion Regarding Lake Bank Encroachments

Mr. Alvarez explained that the lake bank was not owned by the District. He added that there was a 20’ easement for the District to provide maintenance. He also noted that the rear of each property reaches the water line. The plat language is vague and notes structures, but does not specify trees.

A discussion ensued regarding the existing trees and the possible impact they pose, as the shade they cast on the grass could lead to erosion of the lake bank in the future.

A lengthy discussion ensued regarding the possible actions the Board could take to require the removal of the trees installed by the residents in order to provide a clearance of a minimum of 15 inches.

The Board directed the District engineer to create a criteria for Board consideration and to present it at the meeting scheduled for September 19, 2022, thereby specifying trees and palms that would be acceptable.

District Counsel briefly elaborated on a rulemaking process and was directed to prepare the same for the September meeting.

Consider Turf Management Median Plant Replacement Proposal

Mrs. Perez presented the Turf Management median plant replacement proposal dated 05/05/2022, in the amount of $4,715, plus watering in the amount of $175, per application.

A MOTION was made by Supervisor Ashley Riley, seconded by Supervisor Bryan Riley and passed unanimously approving the Turf Management median plant replacement proposal dated 05/05/2022, in the amount of $4,715, plus watering in the amount of $175, per application, as presented.

Consider Resolution No. 2022-03 – Adopting a Fiscal Year 2022/2023 Meeting Schedule

Mrs. Perez presented Resolution No. 2022-03, entitled:

RESOLUTION NO. 2022-03

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE SILVER PALMS COMMUNITY DEVELOPMENT DISTRICT, ESTABLISHING A REGULAR MEETING SCHEDULE FOR FISCAL YEAR 2022/2023 AND SETTING THE TIME AND LOCATION OF SAID DISTRICT MEETINGS; AND PROVIDING AN EFFECTIVE DATE.

Mrs. Perez read the title of the resolution into the record and noted that meetings would remain at the same location of the meeting room on the second floor of Mercedes Benz of Cutler Bay located at 10701 SW 211th Street, Cutler Bay, Florida 33189, with the start time of 6:00 p.m.

October 17, 2022 Amended Budget
January 16, 2023
April 17, 2023 Proposed Budget
June 19, 2023 Final Budget
September 18, 2023

A MOTION was made by Supervisor Ashley Riley, seconded by Supervisor Bryan Riley and unanimously passed adopting Resolution No. 2022-03, approving the Regular Meeting Schedule for Fiscal Year 2022-2023, as presented.

ADMINISTRATIVE MATTERS
Accept and Receive 2022 Annual Engineering Report

Mrs. Perez presented the Annual Engineer’s Report. Mr. Alvarez reviewed the report, noting that the report was required pursuant to the Bond Trust Indenture.

A MOTION was made by Supervisor Bryan Riley, seconded by Supervisor Ashley Riley and unanimously passed accepting and receiving the 2022 Annual Engineer’s Report, as presented.

Financial Update

Mrs. Perez presented the financials in the meeting book and briefly reviewed them with the Board, pointing that available funds as of May 31, 2022, were $240,719.23.

2021 Form 1 – Statement of Financial Interests

Mrs. Perez reminded the Board that they should be receiving in the mail their 2021 Form 1 – Statement of Financial Interests and to complete and either mail or hand-deliver to the Supervisor of Elections’ office no later than the July 1, 2022, deadline.

General Election and Candidate Qualifying Period
Mrs. Perez advised that the following incumbents qualified active and unopposed: Seat 2 Omar Reyes
Seat 4 Ashley Riley
Seat 5 Bryan Riley

BOARD MEMBER/STAFF ADDITIONAL COMMENTS/REQUESTS

There were no further Board Member or Staff closing comments.

ADJOURNMENT

There being no further business to come before the Board, a MOTION was made by Supervisor Lisa Riley, seconded by Supervisor Zaiter and passed unanimously adjourning the meeting at 6:45 p.m.

ATTESTED BY:

Secretary/Assistant Secretary	Chairperson/Vice-Chair

From: Juan R. Alvarez <Juan.Alvarez@AlvarezEng.com>
Sent: Wednesday, July 6, 2022 3:13 PM
To: Gloria Perez <gperez@sdsinc.org>; Gregory F. George <GregoryG@bclmr.com>
Cc: Angel Camacho <Angel.Camacho@AlvarezEng.com>
Subject: Silver Palms CDD - Proposed Planting Criteria in the Lake Easement Good afternoon, Gloria and Gregory:
Attached is a cross section showing the proposed criteria for limiting the planting of trees in the lake maintenance easement. As discussed at the last CDD meeting, the allowed planting would be limited to planting palms (except coconut trees) within the top 5 feet of the 20-foot lake easement.

As backup to our research of the easement, I am attaching the Paving, Grading and Drainage plans approved by Miami-Dade County DERM on May 21, 2003, and the plat for Silver Palm Lake recorded almost one year later, on April 16, 2004.

As you may see on the PGD plans, the lots adjacent to the lake were 20-ft shorter than shown in the plat, and the 20-foot-wide lake maintenance easement was intended to be outside, and adjacent to, the rear property line of the lots (Refer to Typical Lake Section “D” on sheet 7 of 9, and see the “Property
Line” label located at the top of the bank, where the easement would begin). Please also see General Note # 8 on the first sheet of the PGD plans that says the geometric layout is to be performed in accordance with the final plat.

The final plat, recorded about a year after the PGD plans, extended the depth of the lots to incorporate the 20-foot lake easement into the lots, which is the situation that exists today. The former “Property Line” label in the PGD plans was changed to “Survey Tie Line” in the plat, and the name “20’ Lake Maintenance Easement” in the PGD plans, was changed to “20’ Stormwater Retention Easement (SWRE)” in the plat.

In our opinion, the maintenance entity of the 20-foot easement will need at least fifteen feet to properly maintain the stormwater retention lake and its banks, and could allow planting trees in the upper five feet, as long as they do not cast shade that kills the grass, such as palm trees, with the exception of coconut trees that drop nuts onto the banks and into the water, causing maintenance issues.

Please let me know if you would like to discuss this matter further. Thank you,

Juan R. Alvarez, P.E.
(305) 640-1345
Juan.Alvarez@alvarezeng.com

-----1

PALM TREES ALLOWED WITHIN 5' OF THE SURVEY TIE LINE (EXCEPT COCONUT
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MEAN LOW WATER ELEVATION 0.50'

RAINFALL DATA

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TYPICAL LAKE SECTION
ADJACENT TO LOT	SCALE: I"=IO'

ALVAREZ ENGINEERS, INC.
SILVER PALMS CDD - PLANTING CRITERIA WITHIN THE LAKE MAINTENANCE EASEMENT
TYPICAL LAKE SECTION ADJACENT  TO PROPERTY LOTS
EXHIBIT 1

0	2'  4'

10' I

----

716/2022 P:\070804 - Silver Palms CDD (Yearly Report)\LAKE CROSS SECTION EXH/8/T\EXH/8/T-02.dgn	Page 7

TRAFFIC  GENERAL  NOTES  & CONDITIONS

Engineer shalJ prepare signing & pavement nJOrkings plans in o separate sheet
(1"=50' scale minimum)
Engineer shall visit site & verify field conditions before preparfog proposed
signing & pavement markings plans.
Contractor shall be responsible for the removal of all pavement markings and
signs conflicting with the proposed roadway cons trueti on.	.
Contractor shall be responsible for the installation of all pavement markings
and signs as shown in the plans and applicable traffic design standards.
Contractor shall be responsible for matching existing pavement markings at the beginning and at the end of the project, and at all intersecting side streets.
Contractor shall be responsible for the installation of reflective pavement markers along the enUre length of the projecf.
Any signfog material, including supports to be removed, s/1011 be delivered by the contractor to Miami-Dade County's Traffic Signals and Signs Maintenance Facility lacated at 7100 N. W. 36th Street, Miami, Florida.
Sjgn assembly locations shown jn t/1e plans which are in confUct wit/ street UghUng uUlities, driveways, pedestrian rarrps, etc. may b-e adjusted as directed by the Engineer / Inspector.

GENERAL  NOTES:
All work shall be performed in accordance with the requirements, specifications and standards of the Miami-Dade Public Works Dept. and D. E. R. M.
These plans have been prepared with the best information available to the engineer. The Engineering Contractor MUST notify the "UNDERGROUND UTILITIES NOTIFlCATION CENTER OF FLORIDA", Phone No. 1-800-432-4770, and the Florida
Power & Light Co., 48 hours prior to start of excavation and/ or construction.
If any discrepancies are encountered lo the extent that a "Field Revision" is

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SOUIH EST CORNER OF SE ¼ OF

----I-'/	·.

SECTION },B;- 56 - 40

S.W.  2J2nd

DRAINAGE  STRUCTURES  DATA:
1. Drainage trenches shall be "Exfiltration Trencll" type as per Standard Detail SD 1. 1.
All catcll basins shall be Type •p• or "J" (SD 2. 6). Frames shall be as per
Miami-Dade County Standard Detail SD 2. 3 (1 of 2). Bottom elevations of inlets shall be set as shown on Drainage Structure Table (Sheet P-04)
3. Exfiltrotion trenches shall be 15 feet deep, 3 feet wide with 15" perforated High Density Polyetl,ylene (HOPE) pipe. Pipe invert elevations shall be set in accordance with Drainage Structure Table (Sheet P-04).

LEGEND.

1-·-·	,
:	:	EXISTING PAVEMENT
L	J

PROPOSED PAVEMENT
I
PROPOSED CATCH BASIN	'
w/ FRENCH DRAIN TRENCH
PIWP. P-6 TYPE CURB INLET	I
DRAINAGE STRUCllJRE NUMBER

required, Engineer	be notified immediately.
Deviations  from the  approved plan shall nat  be permitted  by  the  EngineerinJJ Contractor without  the  written consent of  the Engineer of Record,  the MOCPWD and  0. E. R. M.
All elevations refer to the National Geodetic Vertical Datum
All existing structures and utilities shall be protected ot all times during excavation and construction. Neither the Engineer nor the Owner / Developer shall be responsible for domoges resulting from the Engineering Contractor's
work. All existing pavement, utilities (above ond below ground), or surface features disturbed during construction shall be restored to equal or better condition by the contractor in accordance with Miami-Dade County Public Works Standards and Specifications or as directed by the Engineer / Inspector.
Services connected with job safety are not port of this plan/ contract.
Underground Contractor shall comply with the Trench Safety Act, HB 3183, Florida Statutes, which incorporates, but is not limited to, the following:
OSHA Stondard 29 C. F. R. Port 1926, Subpart P, Excavation and Trenches.
Contract bids for trench excavations (in excess of 5 feet deep) shall include reference to the sofety standards, written assurance of compliance, and o separate item identifying the cost of corrpliance.
J. Adhere to any special sharing requirements of the state or other governmental subdivision.
All geometric layout to be performed in accordance with the approved final plat for this project.
Engineering contractor shall coordinate mointenonce af traffic during construction with the Miami -Dade County Public Works Department and shall meet the requirements of the State of Florida "Manual an Traffic Control and Safe Practices for Street and Highway Construction".
All muck, peat, or and clay with high percentage of organic material and/ or existing unsuitable fill material shall be removed to natural limerock or sand within the proposed Right�of-Way or proposed pavement area ( if within private property). For detailed specifications see M. D. C. P. W. D. Specs. Section 30.
Pedestrian ramps shall be built as per Standard Detail R 13. 3. Romps shall be constructed providing slope toward drainage structure to avaid blockage of
runoff flow.
Alldrainage pipes shall be High Density Polyethylene Pipe (HOPE). Invert eleyations shal I be set pursuant to Structure Table (Sheet P-{)4).

Call 48 hours -._ before you dig

It's the Law!

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EXISTING CATCH BASIN

TRAFFIC SIGN & TYPE EXISTING ELEVATION

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SOIL BORING LOCATION GUARDRAIL
X-SECTION LETTER (NUMBER)
PAGE WHERE SECTION IS FOUND

PROPOSED ELEVATION STORMWAlER FLOW DIRECTION

LOCATION MAP

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TH[ SOUIHLASI 1/1,OF
S[CTION	TOWNSl-lif' '.J6 SOU IH, llMlCI 40 El1ST
f0,I MIAMI Dt,DF COUNTY, f LOiiiDA
'	SCALE: 1" = 300'

· C:IJEET INDEX
P-01. - VICINITY MAP
P-02. - DRAINAGE PLAN (1)
P-03. - DRAINAGE PLAN (2)
P-04. - DRAINAGE STRUCTURE DETAILS P-05. - GRADING PLAN (1)
P-06. - GRADING PLAN (2)
P-0 - TYPICAL SECTIONS & DETAILS
P-08. - SIGNS & PAVEMENT MARKINGS PLAN (1) P-09.  - SIGNS & PAVEMENT  MARKINGS  PLAN (2)

Calculations for drainage structures for this project include the Right-of-Way areq (roadways)	and 100% of parking and building area inside private property.
NO\IUnoff from private property shall be discharged inta any adjacent property.
1reas adjacent ta lakes shall be graded to prevent the direct overland discharge
of storm water into canal.
If there is any work to be done within areas privately owned (not dedicated as
public right of way), permit from owners of said areas shall be obtained prior ta commencement of any wark.
Asphalt pavement shall be constructed as follows:
Asphaltic Concrete Surface Course, 1" thick.
Limerock base Course, Primed, 8" thick .
i5 t qb i li zed Subgrade, 12" thick (min. )
JB) A!fomi.-pade County Flood Criteria: 5. 5 NGVD
19) M/flimum Finish Floor Elevation: 7. 60 NGVD
EN@'INEER'  S CERTIFICATION:
T/Jis ),pjan was prepared under our direction and is true and correct and to the best of "'Y> knowlerjge and belief conforms to the requirements shown in the Manual af Vnifo[.Jn Minimum Standards for Design, Construction and Maintenance for Streets and
Hig/Jwqys. as adopted by the State of Florido Legislature, Chapter 72-328, Florida Statutes.

SILVER PALM LAKE
PAVING, GRADING & DRAINAGE PLAN

1-800-432-4770
  Sunshine  Slnle One  Call  o[ Floridn,  Inc. --	

E.R. BRDWNEILIL &
CONSULTING  ENGINEERS
3157. Coral Woy

ASSDCIJ:\"ll"ES, INC.
LANO/SURVEYORS
Miurni, Flor·irlo, 331-15
Phone:  JO:'"i' 44G-J511	

MINIMUM FINISH FLOOR
ELEVATION	+7.60	(N.G.V.D)

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-	'-)_ \.	I	I	-	I	R-55;-,2	'	9  t	S	l

-	:=-1

7	<C
( S-5

w :,:	241 LF 15" HOPE INCL	132 LF 15" /HOPE	-
'5	50 LF FRENCH DRAIN

L134 LF 15" HDPE INCL.

50 LF FRENCH DRAIN

18
l"­

•:--------	::,,: !(lf--41-l---Jl-o.;c-..... ---lll <E::>	6

I	fil

,.	I	I	50 LF F\IENCH ORA/	I	I

p<..

"",,	-.,,,,_	1

0
.....

'---JOI LF !�• HD	,	12	I	13	I	fi1S14	:	15	:	16	I	17	I	18	I	19	I	20	I	21	I	22	:	23	I	24	:	25	:	26	I	27  f;"',,_          ,
29

!,	0..,_,-----,16/J LF 15' HOPE INCL.	8	I

-

50 LF FRENCH DRAIN	I'

.s:::.

4 LF 15' HOPE

10	j	0

I.,-
1

17	I	, 1
'1---------Iii	7

7- - -

_ _j

l_J::

--	--	--	--	-- -- -------- :-·	1

--------------j	I

111	,

0

11

_.----,,,_- ---=- -=--- _-_::::_ -=--- _-_::::_ -=-_- _  ,, -=--- _-_::::_ -=--- _-_::::_ -=--- _-_::::_ _'\

-=--- _-_::::_ -=--- _---.	\

20 LF3

J5"HOPE ,

9	I
I·,
16

I"-

11

J

,

_,

11 -	9	.-

-..._724 LF 15" HOPE INbL

I IJ	8

50 LF FlfNCH DRAIN	I
•
-----1  l,1	. _

ornGN HIGII-WATER LINE	ELEV.=(-)2.50 NGVD	PER w.c. 2.J	11 I	31	15
v niN ;(+)J_ooNGVD	'fract "Jl"(Stormwater '1(,ete11tio11)lrea)	DESIGNHIGH-VIATERUNE	II I	e------------1	}-.,,.:_

10	i'
 ----'	_	:'

-	1

Cl)		

2
1  11 11

ELEVATION = (+)J.oo NGW-.,1 I I
2 2

I	u	71

,r-04 LF 15" HOPE

7	I	11

- -	--	-_	-_	--	-----	PER V/.C. ·

1'1"-I'<,	32
I

,...

_...--190 LF 15" HDPE INCL. 50 LF FIRENCH ORAIN
g

G:v

!	(12	LF 1_ · HOPE	I	11	/	"/	:;::::: --- 	-: ::::: :::::: :--,._	11			1
,	,	J	!	13	12	,	1	
	PDllUllON CONJROL SlRUC11	\JRE  I	I	,, /		,,.	-	--	-	_	--...	---.; ...._	11		I	:	40 LF /5" HDPE,		'	112 LF 24" HOPE INCL.	

l
I
I	•	9
I

l'!EIR ELEV.=(+)4.25 (NGVD	f0f'!.	15 LF FRENCH DRAIN

'---,,,.	1

6	..,,--1 0, L 1124• RCP_	SAND-CEMENT Rll'-RAP	/ 1-/ / - /	- - ---	..-.......

......

----" ...	11  I	Q) 33	s I	2

'CJ

I  UJ
I

/	I	.	_.--HEADWALL PER oc 3.1	/ /	,	/	.....

''-	I I	•	•	3

TE.-, A.

-	-		--	/	',•,·1-1-- B-   2M4"OAUlfATLLINcvrnHErLEV.=LO.OOINE	/1/  1/,/// //	/	6	" - "'--::.;\	II	20 LF 15" IJOPE,	cw

  ,,J<JJ	;::

'·1	I

4

,	/	"	130 LF 11· Irie o....P,LlUllON CDNlROL SlRUClURE 7	\	-,  == === '""-'l'"	.	_7�		'

11

I	'\	"	'  \	11	'\	l'!EIR  ELEV.-(+ )4.25 (NG'IU) \	/	-
:  II	SHEET	P-031 ;/	,.	7	\	,'\	CI:tl ,I	\ 	'W"	11 '11.\1"1,	====  :	Sj

	10	
,_	,

I	\

SAND-CEMENT RIP-RAP   ./1-1"'1I	--	-	&-20
HEADWALL PER BC J.4	-	103 LF 15• HOPE-

--------1,	.,

I !	::	[; [	(	4	{'	·,	8	)	l \ :\	! \ ! I	35	:_	:

Call 48 hours before you dig

ID	MATCH  LINE
. •,, SHEET P-03
'. j	<:
·,

SILVER PALM LAKE
DRAINAGE PLAN (1)

MINIMUM	FINISH FLOOR ELEVATION		= + 7.60 (N.G.V.D)

It's the Law!
1-B00-432-4770

I 'vo-leSSilii/Ql:-f'.\Tricr,s,(rtif 3/Pi'.:JJ0.

E.R.  BROWNIELL  &.	ASSCICIA TIES,  DNC.
CONSUL.TING ENGINEERS	LAND  SURVEYORS

Miumi, 1·1oridu, -'i.'Jl'l'.J
l'lione: ..'.!OJ\ 11.1\li J l-i
Drown by:  AA

:;o,1/14/IU@ 11:46

' '

Sunshine Stale One  Cull  of  Florida,  Inc. -- 

- --1--1---1---­
-J u.	Dul_c  /\ ,vd. JJ,L

l.lJ.

l evisio11 Dcsci i::1Lio11

]7ror8ssio1·i(ii'-1V0''8\iJC6t;=:_}s ;f ).'= -----l-"D'--'e::."'-_c G_c y"	"2A	.
•::;tu!.c (.Jf 1::16(fiJ8•:•,.- Ll3U/J/bi	Clik. b ·:	JN

8

I
7	32
I
·	····

CH' )111--11- 11	ll
I	I

1

I
.•. I

G:D
9

l	I
· I'- 224 LF 15" HDP[ IN L,
UJ	50 LF FRENCH  DRAIN

1	j

2	3	'	/,,4	I	I	11

::> l--+1-1+	1
z	4

35	["-. 145 LF " HOPE INCL.
1	50 LF 1-, Cf/ DRAIN

' a  . -9)  I
:

----

I
S-10)	,

l1J

1	1

1	,

I	I1I --,-	.	

·• ----•-----I'	I

64	LF 15" HDPEI
12

>

11 :	3
II	I

36 C S-17
1.-2-0-LF-15 ':,,;H-DP_E,.--1- 'v

cIgI: v 19

5	I
11!
'

. ::>

II

<(	11 .

1	i'

-

1	{

.	!

31	0	18

1------

I	I, I		DRAINAGE AREA BOUNDARY {TIP.)

.c

..-

Cf.ID

16
-	,

G	I_
I

I
I
I I

->	13
-	<

-

14
I	I

'

I I
'

'' 0
15

8	1:	""	15

I

,.._,,rJ2=3----:L-:=F----:1""5".-H"'Dc;;:PE=-cN:-:1C,_	I	0

9

_  r-Y- 5a LF::!-:': '!:!EN C H DR A IN=14r--:...-_--::.-_·=-=-=-=-=-i-1--tm---itb- -=-=====-=--=-:::--=-====-=-=--=-=--= =1
1

CED 14
•	•

198 F 24' f/D;; INCL.V I	. I

l

1

150: lF  FRENCH  ORAIN	I	16	I

Cl)

"--'-l_r

---  ------1-----,----1.I	I

50 f F ENCl1 ORAi,	 \...s---13-,-::	1

107 LV 5" HDPE II tL.	\	: !	•

j	I	I'---._

0

13	12	11	0

00 J	:	12

'	11	',	"\o

·llf-------JIH---11--.::-,-JI ,	.C®

(g'-47a)
I/

S.W.	2 3 2 n d

\I	,-65-LF_2_4_,-1_/ID-PE ,	I	(l)',-..fo4 lf  15�1HDPEI
--

' : ' ·..

Call 48 hours	,.._
before you dig

MINIMUM	FINISH FLOOR
ELEVATION	=   +7.60  (N.G.V.D)

It's the Law!
1-000-432-4770

Sunshine  Stole One  CoU  ol Florida,  Inc.  .

SILVER PALM LAKE
DRAINAGE PLAN (2)

l---"-'IN._.,L,,,_ET-'----+	'-'-'INL_E_T_

DRAINAGE STRUCTURE TABLE
 , 	INVERT ELE_yA TION	GRATE BOTTOM J"Jfl;_ SOLID PIPE'FR DRAIN BAFFLES

1-1/SE;/I

=I -

·

,

,.  , .::)

---

i· -

SE SL/IB lA□Lt DHOW
"  l!NU.SS O<MUsl't,l'ISt SIIOWH DN "LIINS
COHSIRUCTION ,om rrn1,11nrn

No.	TYPE	NORTH SOUTH EAST	WEST	ELEV.	ELEV. DIA, r/J	LF	LF	E,W,N,S

s

2	P  P-5	.	_	3. 50	6. 18	L 50_	15"	64

t

1	P P-5)	2. 18	3, 50	6. 18	-L  32	24_" _ 148	80

---··-i -•- '
'

-..........

flLLCT CORNERS

l----'4'-----+---P(P-B)	-1-----1-----l---'3...._.._50,. l-"6"-',2,co8-1-_._,L_-5,_.,0_	15"		-,_64'----l---+-

• "B AA/i.5 - <
W/lll --

\SEE GEil, NOT ­
SHEtl 4 ol 4)

,_	_c .

f: 1

----+------'2,._. _.,18--------+-,�2_."'_1_.._8�_::_-�5'-3-"�_o.'---_,+_-_.._J .:;5=0 _ -_,-'c :'--" " =-+- l"-'.5,�30=----2 - 2"1;.,._:_-+---'i,!c'c--f--cl--:50c,-+-�S ---

-\\)]i: C.)

5	-J (P-6)	2, 18 -	2. 18	3, 50	6,_28	-1, 3_,?  '--fc24_'---"--'-52�+---1_5_0	N, S

3 50

!i.5

1 :	;

' L /_\ N

�	- r J---2 .- 18c--1 2, 1 8-+- 3-.5="0-1--·'-.-.-.- "-------j-i	  %2

	45 	"	"

1_ _._7a,.  +- J=-;(Ji_l)	2, 18	2, 18	3. 00	6. 82	- 1, 3_2	15"	10�3--+--
10	P P-6	3, 50 	6, 28	L 50	15"	64

N, S	<(	rn

(HOOIZJ

l---cgcc--l--'-.op,--1-;--;p-6	2, 18	3, 50	6. 28	-L 32	24"	48			"	"

--e•., ·-i:r

,, 1100"0. 12· c-c

40	N
l--'-19,. +---'p'=--\-VG	3, 00	1-----1--'6..,._,_49'--1-"L--"0_.._0_1--_15"	20

OIJ;"or Fll En.

ff4 31\RS, 12" C-C -

". J'-b·

20	P  VG	3, 00	3, 00	3, 00	6, 19	-0, 50	15"	46
--'--'12  --1----'-P-\-P-6	_ ---+--'3..,._.._5 0--J-,-_.6.._.._2�8-C-_,1�-,_.._5 0--1--�l.L	_ 64

80	IV
	s 

ONE C/ICE
, a ris. 12· C-C (ROH-I WAYS)

(V(Rf,)
#1 El/IRS, G" C-C (HORIZ.)

(8'-o• >.VJ<.)

11	P  P-6	2. 18	3. 50	6, 28	-1, 32	24�"-+--'-48"----\--"-15"-'0.	_J	_J
l- 1 4-!_ P-\,P-6]	3, 50	6. 28	1. 50	15"	64__	1

IN CEHl R 1/,', \IF l'!",\ll --<

  13_ P P-6,_----,�2,�18	2, 18	3, 50	6, 28	-1. 32	24"	65		N. _	_J	_J

·-1

]:	_::

:_J=ct�

2 18 '

2. 13	: j	:;;	=J:	--- f,,'.--1-

3
7-f--'; c

r?w-

33	P P-6	2. 18	6, 18	-1, 32	24"	94	50,-+--c-f...-1   <(

,_=J5,,  1--- ,P-c-'-,-P-61	-	-	-	2, 18	6, 18_  �J_32	, 24" _

 35 	 80	W	<(

[ND

16a	J MH	3, 00	2, 13	2, 18	6, 85	-1, 37	15"	57	50 ,  N,  [,  W

35a	J  Mlt -l-----1-----l--=2 18_	,2 ,�18,, 1---6'---=, 85,_ - L 32	_ 24"	  7,1  ,_=80,, --+-_,£"'-,�W ,

S[CTiON

L!J:_\.'AT10N

15	P  VG	3. 00	6. 54	1. 00	15"	20		

,_ _,.3=6--1- J--'.-'-P- 6J,_--1-   - _ _,  - 

2. 1a 1

2. 18_f-----'6'---._._.18'-----+_- ,1"-J._._.2'-+---'c2_,_1·. 1---_.._6c_7-1------=2.,._o"---o--1--_;,£,'--'w',--l

1

16	J  VG	3, 00	3, 00	3, 00	6,

54	-0,

50	15"	73

50	N, S	LL

4 7	J  P-6,_l_-+-_-

-··-

1
_ 2. 18_-"2'---.=18.

6, 1=8_,

- L_,3=2-+-_2 4 "--1-

,5.,_.9.

LL
,  ,5=0-<	'E"'-,�W_,

i\L TERN/\ IL '1-,'

31	P  Vi;_)	3, 00	6, 49	L 00	15�"--+--36

47"a-+��p-rc!"M""H'--r--l-3, 00 _	-	2, 18	-	6, 88	-1, 32	15"	107	-	E

NO 11:..S
1, FOR 6' D!A. BOX USE Tl-IE SAME SLAB REl,NF9,RCING.

32	P V,G�;---,-=3, 00

1 _,3"'-,_,.0_,,_0--l------l---'6cc,_:_49,,_--l--_-"-'O,c,5ce0--1-------'l 5"	94 --l--5_0--l  E -,	I­

48	P ( Swa1e	3, 00	3,00-1---�_�-1--_-->--6-,-20f---e--_�0,-56--  -1=5�"-1-�7�3f---+--5-0-+-�N--	I-

THICKNESS AND FJb\- HEJGjH. AS FDR A 6 -0 WIDTH
BOX, ALTERNATE B & C.

16b	J  VG	3. 00	3, 00	3. 00	6. 89	-0, 50	15"

_ 12"'4---i. =50,, -t-N , S, W

1

1

:::>

FOR 7'0!A. BOX USE lHE SAME SLAB RE!!jFO CING, lHICKNESS AND FJL HEJGtlT, AS FOR A 6-0 W'ID fl-I BOX, ALTERNATE B & C.
FOR GENERAL NOTES SEE SHEET ,i of
SEE NOlES (SIIEET 4 OF 4)

iY<'F J, /\I r.Tf(N.S. COl C)

!YI". J. 11u.'c' .mn,: P.s.,. c,_mc.

1 7	P  1'_0,-----1--   _	_3==. 0"---0-+----l-=6,�4�4----+-_,1=0. 0	l f,-1--=20'c-----l-  c--+---

0

0

18	J  VG	3, 00	J, 00	3. 00	6, 14	-0, 50	15"	95	50	N, S
25	P  VG	3, 00	6. 49	1. 00	15"	20		
26	P VG,)	J. oo	3, oo	6, 49	-o, 50	15"	76 	50	 IV 

UNLESS O"JHtRW1SE SHOWN ON PLl'\NS
-•	CONSTRUCTION JOINT PERMITTED

27	P  VG	3, 00	6_ 49	1. 00	15"	20 	

50	s

SD

ITEM

CROSS REF

sn:c.
REF.

28 •	P �  _	:f oo:_:_ -----1--'-_'-3:::,_::-oo.:: =====:=::6,::::4:9=: -:o, 5 0--+- 15"  	10_6---=-,-�50�	[_

60	£, W,N,S

MCTHOf'OUTAl\f DADE COLIN I Y

Af'PRO\l[D

R(\/ISr□
J/7/BI

ST /\ JD/\RO 51 lll M IJHAIN1\GL U[l/\lL

SD

ll"LE i  MANI 10' F 1-\ND

MnHOl"Ol !Tfd'-l l"Jf1DE CUlJl·JTY

,WPR0\11:.0

J<E.VISED

s·1 /\ND.l\iW '. lOR.t·.1 l.llrnlNt\GL I)[ TAIL
ll"LET, MAN! IOI F- c1ND

2z6 a j

t	' -+------lf-"3'---.o=o'-----+----"' :---' '-"- -+-'3"-,=oo"------j-" '--':= -1---;· · 5 0 -1--- j;"--'.'. 1--= b-'c---t--5=0.   _E._W,_S	0

PURI IC WORI\S

_'j/.J.1.j_J_J._1----

JUNC I ION 130X

2.6

l'UIJLIC WURKS

51)7/72

JLll"C rlCJN i CJX

2.6	3

0 0	0

U[l"'Al TV.rNT

(TYPE ,Jf

SIIEET l of 1.

DEP/\RTVP!I

SIJECT .2 or i

24	J  VG	3, 00	3. 00	3, 00	6, 49	-0, "50.'----L  ,15, "---1---'Be,6. +-_,5.,_.0. 

N, S

')

fl"  WM.L (l:ll ICI<)

7 Gij ! /IRS

J' K'"

(ALL. AROUND)

fl LL[I LA(_::! GOlfi L.I,,

----·-· - -	100

3·00

100

:;1 !a,0lo :r:	/

I-
	50		[

'

6'" WALL (COMC.)

io i'c

22a	J flG	3, 00	3, 00	3._,0=0----1-- 6,_,9 1-+_-_,.0'---5, =0'--+�15" 	118	50

v-,c' -c-= ------

  21 _,	P	3. 00	6, 39	1, 00	15_"----1	20_+-�-
22	J  VG	3. 00	3. 00	3. 00	6. 39	-0. 50	15"	140	50

N, S,_ll'_
N, S

_ 5 0	,_�J�S"w=a�le�  ,�3�,0=0. �3�,0=0.   3. 00 1-------+--_,6 .=30�,--=0,_,5=0-+-�15�"�e---'1�2  . - 	_N. s_

0

._z4·

50a	PCS,.	--+-_-_1	-  ->-----'3�,0�0'---+�1.�50	6. 90	-0, 50	130, ,	- _ _j	We	,

/

·1 -

''-

  '  ,_
-,

CIRCUL/\R STRUClUHES ( A\term1h1s 'A' ) MAY BE CONSlRUClED OF CONCRElE
01 EIRICK, BUT RECTANGULAR STRUCWRES (Alternat-119 'B' & 'C'} SHALL BE CONS1RUCTEO OF CONCRETE ONLY. lHE CONCRm MAY BE CAST-IN-PLACE

20a 20b

J MH	3. 00	3, 00	3. 00	3. 00	6, 90	-0, 50 _15"	40
PCS	3, 00	1. 50	7_ 25	-0, 50	24"	130

N, S, £
f

8	[NDWALL	-	-	-=-�O�,=oo�----�--··-·-···  Z:,4_'_'  l  -_ _,	-_ _l	_-

 L  	J

PI_AN

OR PRECAST.

WAll REINFORCEMENT /\ND THICKNESS ARE FOR EITHER (CAST-IN-PLACE
OR PRECAST CONCRElE EXCEPT lHAT FOR PRECAST CIRtCUI.AR UNITS

A	£NDWALL	0, 00	24"

#4 IIAflS,

12" C-C

J"-G" 'I ·-o"
rn

n" fl'll(:K
6 CONC.

ff HOOPS, 12" C-''' -"'111

AS'IM Speclficatl1J11 C-76, Table Ill, FOR 8 WALL REINFOfRCED CONCRETE PIPE OR PRECAST CIRCULAR UNITS IN ACCORDANCE WllfH ASTM Specification C-476 WILL BE ACCEPTABLE. TOP AND FLOOR SLAB 1HIICKNESS AND
REINFORCEMENT ARE FOR ALL TYPES Of CONSTRUCllON,.

PRECAST TOP AND/OR FLOOR SLABS MAY BE OF lHE SIAME CONCRETE
AS SPECIFIED IN A.STM Spec!flcotlone C-478 FOR PRECAr.ST CIRCULAR UNITS.

z :".

:;:

);;
,-,

0

SE[ NOTE  -

SEE NOTE  -

'1_ SfLEC I

A

FIi I -.

rn

l'LAS"nc IL I

Fil6R'C "i

t

A

#4 HOOPS, !2" C-C

(BOTH WAYS)

i/ H/1RS, g" C C
(HDIH WAYS)
/\LI lHN/ T[ 'A'

'i R,\R">. './'" C--C
(BCTH W/,YS)
I\L I Ll,NATE 'B'

1/? '/11\ll

lUC t/ESS

SMOOlH FLOW CHN'-INELS COMPOSED OF CONCRF.1£, OR IBRICK AND MORTAR, SHALL BE CONSTRUCTED IN THE BOTTOMS Of ALL STRU1c1URES 10 A DEPTI-l EQUAL TO HALF lHE DIAMETER OF lHE LARGEST PIPE.
CORNER FILLETS SHOWN FOR RECTI\NGULAR STRUCTURES ARE NECESSARY ONLY WHEN STRUCTURES ARE USED lN CONJUNCTION Wl'Ul CIRCULAR TOPS.
STRUCTURES SHALL BE SECURED TO INLET 1HROATS, RISERS OR MANHOLE
TOPS 'MTH A MINIMUM OF 6-Na. 4 BARS 12• LONG. OR AS SHO'I\IN ON SHEET 2.
ANY INLET, MANHOLE OR JUNCTION BOX MAY BE USED IN CONJUNCllON
WITH ANY INLET THROAT OR MANHOLE TOP.
B, MORTAR USED TO SEAL THE PIPE IN 1HE WALLS TO THE PRECAST UNITS SHALL BE or SUCH A MIX 11-lAT SHRINKAGE WILL NOT CAUSE LEAKAGE INTO OR OUT OF lHE UN\TS. MAXIMUM OPENING FOR PIPE SHAll BE MAX. REQUIRED a.D. + s·.
9. BRICK MASONRY CONSTRUC110N SHALL BE PLASTERED Wll1H
1/2• THICK MORT.1.R INSIDE AND OUTSIDE.

* MO SLOTS OF PtHHJH·
l'lllNS Dr-/ fHIS L!'NG I'>!
or PIPE	Bo TOM ELEV
, (SEE NOTE )
LENr.TH oF"FriEi.iCflririA1N·
(UP TO 50L llNE Sl UC1Ull0
LONGITUDINAL SECTION
Jljfil_l',1.;
I  PLAS IIC FU_ I fll FM!RIC (AT f'A SIIJF. 10P AND BOTTOM) Si11\LL BE USED IN SM-IO'f /IRE/IS
/IS NOrEU DN l'I_/\Nli AN[l/llR /IS IJIRFC'IFD BY THF HJGINEER
2. TII[ rJaTTOM Of HIE EXFIL Tq/lTION TRENCH SH/ILL BE 1 '-u" BELOW EXISTING GROUND
ELEV/ITION, UNLESS FIELD CONDITIONS WMlRArH O I HER\YISE
3, 11rrrn THE Bfoll./\ST Rae;.; H/IS SEEN PLACED HJ 'HO l'l,Ul'Ul U.F\11\TION. IT Sll,\LL [l[ CAREFULLY W/\SHED DOWN WITH CLE/IN WATER IN ORDER 10 ALLOW FOR INITIAL SETTLfMFNT HI/IT MAY OCCUR Ir IT DOES TAKE rLAC[. I\DOITION,\L 6,\1.LAST ROCK WILL E /\lllJfl) TO
RESTORE T!!E B/\LL/\ST ROCK 10 TIIC rnorER ELE\11\TION. so THAT THE DFIL Tll/lTION
rnHJLI-I 11111 HF CO.W-'I FTFO IN I\CCORD/1.\ICE WITH TIIE DET/\ILS
q_ INVFHl flFVI\TION TO flf AS SHO\'iN IN W.C. 2.21,\VG OCTOBE!1 GROUND ',V/1,TE/l LEVEL).

\.A/11.l./\ST
ROCX \.

:·;;,,
l ,4- ·1
_ TRANSVERSE SECTION

B
I

INLET THAOA T
(lYP[ 5)

':;le'  ,_,,   

CONS IHUCTION JOINT

LAPP.ER BAR DCTAILS	E'J. TA _\,./\llON _IN

10. CONCRElE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE OR PRECAST CONCRETE SHALL BE IN ACCORDANCE WllH Cf-llAPTER 7,
•BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRtETE (ACI J18-71r

5  SEE SHEET OF 3 OF SIJ I.I lt,j TH U.C. -1'1- MANUAL

_  PI_ASIIC f_.lLTE/!

l c'I_'.:.() -1
ALT" TRANS SECTION

SE_CTIQN 8-B 

•e-	_

· ...	..

,·,,·.:.110· . ·[	,-1\WIC V CAAUt!C lo, lWAl •)
eu:.,,.-------

-(Ol0TIONAL)

Pl\[ CAST UNI I '.:3_

DJl/\li'MCE Plri; 

5EC.5CC  t!t;IJ.E; IF THIS DEHr,IL IS TD BE USED FOR PRETA.EATMENT

MAY 8E USED IN AREi'IS WHERE TRENCH

.,;,o· r.w. cm"""' rmu

f\JO I[:

---"•"'.ac_,.-'co°',"',,'-'_--+---+,;,Ec-3ii6

----========i=====l	1--;;'":;'-c"'f°',;'","'c.";';";-''-'""-"CC' f'.'e'''c'-"".:''--ji'ci'C,'i,i°';,- SllOWN IN W.C. 2.2: IF PRETREATMENT HAS BEEN PROVIDED

DFIL TRA TION_ TR C< C H_-+--- SEC.3M  OF STORMWATER RUN-OFF, THE INVERT OF PIPE TO BE AS

---------1------1----l- ':c"cc'S'cc"'-'' 'c:c" =-·l--c=-l''"-""'"'"---l) lHRU OTllER ME:ANS THE: INVERT OF PIPE CAN IJE LOWER

R[r

---+--+-- - • • M TRESTOR/ITION	- ---2 1	 THAN SHOWN IN W.C. 2.2.

WALLS WILL NOT SlAND VERTICAL, OR WHERE CAVE IN BELOW THE WAlER TABLE 15 LIK[L Y TO OCEUR IO 8E USED /\T TII[ FNGIN[Hl'S DISCRETION.

LADDER BARS SH/\LL BE INSTALLED IN
BOXES 10' IN DEP1H OR GREAlER.

ITE-.,,

CROSS

INLET CoNn	S[C 355

EF.

Sf'E.C.
RH.

FM	CROSS

srcc.
llff.

CROSS	srcc.
REF.	RF.F

l:4Al--F SECTION 0-D
'

METROPOI. ITAN
D/\DF COUN IY

APPROVED

RFVISEO
6/4/86

STMIJMW STOHM OrlAINAGF DFT1\ll
INL[ I, MANHOLE AND

SD
2.6

rv,c T ltOPOI.IT /\I'
DADE C(JUf\ll'(

REVl Hl

J/t,;/8_1_ N1/B_6_

S 11\N,:J/\RD ST Ol IM D!Wlt AGE DET All_
INU, T, M, NHCJLE AND

SD
2.6

STMJDARD STOl M 1)1-{/\:IIJ/\Gf- UETAIL	SD

c:1,,,,,, '"' ,_u•;.
mAME: ;,1a LBS.

I I  '
.1

PUGUC WOI\KS
IJf P/\fHMLN I

5/17/72., 1----

,JIJNCTICJ>,J BOX
(TYPE I')

SHE[l ;\ or t

1,UHL IC WC:\RKS
[l[l'/\f{IMFtJI

JUNC TIOi\J BOX
(TYNS Pel ,1)

SH t:I .1 or .4

[XFILTr,ATION   TRFNCH	LI

INLET CONST

H

l

1
L, If------_...-.,,------

NHOLE COVER \	/	MANHOLE CO

-	r,;ALE INLET

ITE\,I

SD-3.1
C 05S
llCf.

SPEC.
REF.

NOTES:

□

l tlNISl·lrn Glll\lJ I\NIJ SLOl-'E OF ]I-IE INLET TQf'S ARE m CONfO!V.I Wllll FINISHED CROSS SLOPE AND Gfl/10[ I'

Icclr,,..

INCHES

BACKFILL

r-4VZ",
'	'
,.	- -· ,---
"

•	•
'	- --	-

I 4 112•

V

.,
,,

MFTROPOLITAN
lJAOE r:ou1rr y
ruBUC WORi(S DI.. I' l\f.'. T i,1F r T

/\PPROVE:D

  Qfl_fj_L_61

RFVl O
r;;/.1L!l.L
-- /1lJ/_6_6_
- bWlL.

SIANUAIW STORM DRi\lN/\GE DETAIL	SD

c RAML

(Cf1: C:1-! HD.SII\J	2:3
IND HINGED GI"/\ TE_  '
,HEH 1 of ;!

1HE PROPOSED sm,w111 K /IND / OR PfflKW,\Y

□

2. f011 INltTS ro {1[ CON5muc,rn ON A CURVE. REf[R TO
PIANS. FTERMIN mE R/\DIUS /\N!l Wf-lf:Rf. NECF.SSARY,
l.<OIJlfY 1!·1E <MlEI lJ i'All.S ACClJRlJ;NGlY. llENlJ SIEEl
Wll[N N[CESS/\RY,
j_ 'IHC, CORNER flll.l(IS SUOWN FOR REClNlGUUl/l llfROA!S

"'I- IAVING

"""""'" OMS 1- -7"""''" OJHfRS

""'"'"" """'	,_ - -1""""'" ,n er"""
ct,O u.. o,	1- - -PRO,.SCT .. SHO,...

Du

UNSATURATED TRENCH DEPlH

6 INCHES
6 INCHES
MINIMUM
12INCHES
;  MINIMUM

'

li

GRAVEL PIPE COVER
PERFORATED PIPE DIAMETER

DRIIINME PIPE - SEE sTRUCTllRE
TABLE FOR INVERT ELEVATION

_•,

le

',

'a"
'

---

-- ••
"  ini'

WEIR ELEVATION-+4.2 (N VO)

(TYPE 5 & e) MC tl[C[S5/\RY ONL WlltN T111SOAJS ARE USED IN COMJUNCl!Oo/ WITH CIRCLJUIR INLET 'p" & "J" IKJXES OR WllEN usrn ON SKEW WIIH RECTANCULAH lNLEf
'p' & 'J' llOXES

CURB INLET THROAT (TYF'E 5 & 6)

AN!' GRAJING WITII Of'[NIISG \'ll[nllS C!OI I.ESS 1111\- 5/B" NCR MQi,[ THAN 1- AMO C!lf'/IHLI, 01: SUPHJ'/1:MU H-15 LO/IDS MAY BE SU3STITUlED FOR
TII[ lfl\llNG Gl<ATING
MUST !][ Sl/RMITlEn FOR APPROVAi.
BY lHE CO:JMT'r".
FRAME AND GRATE
(IRVING TYPE 'Q' GRATING)

1  1

Ii 12 INCHES	PIPE BED
Ds	COARSE ROC'"l<'"' irntl ._"_'"_'"-"-"---'----

<

"

>
'
' •	-

,o• --

'"--
-  -- .:iff

BAFFLE

,h

,	Z'I' RCP OUTFALL PIPE;

' INVERT ELEV.•!+)1.60 NGYD

(SD 3.4 SHEEl 1 OF 2)

N.T.S.

(5D 3.4 SHEET ?. OF 2)	N.T.S.

L	" -

BAFFLE
	3'-G'	

;I IC	2'-3"	-

- ,.

Call 48 hours
before you dig

SILVER PALM LAKE

,o •	0

V= VOLUME lREAll

L= LENGlll OF TRENCH REQUIRED (FEET)
(A[E-INCIIES}

ucn

W= lRENCH WlDlH FE"ET	2
K= liYDRAULIC CON	TY (CFS/TT. -FT.HEAD)
H2 = DEP1H TO WATER TABLE
Du- NON-SA"TURATED TRENCH DEPTH
Ds= SATURATED TRENCH OEP1H
TYPICAL EXFILTRATION TRENCH

- "' •

•

"'	0

io'	•
0

•

•

• '	•

It's the Law!
1-800-432-4770

  Sunshine Slate One  Call  ol Florida, Inc,....--

DRAINAGE STRUCTURE DETAILS
E.R.  BROWNELL  &  ASSCCBA TES,  DNC.
CONSULTING ENGINEERS	LAND  SURVEYORS
.":'i15/ Corn\ 'Ney

/LJ/ll.l l!l 17: ,2

'	'

NOT TO SCALE

POLLUTION CONTROL STRUCTURE
STRUCTURAL STEEL REINFORCING TO BE DESIGNED BY MANUFACTURERS STRIJCTURAL ENGINEER

N,T,S

l··-lo.

---- 1----1--1------

P-641

1	2	J	4	''	5

:	6	''	7

1
8	9	11	12	13	15	16	17	18	19	20	21	22	23
14

IJJ
I
'O

4
16.851

4

16	15	14	13
I

7
	, /	6

1-------------l'	12	13

L----v�1---!zJm	8	�

14	15	16	17

18	19

20	21	22	23	24	25	26	27

11

16
•
	i

6.85-'
8

7

8
; 1	1

Cl)	1	1
7

..	•

6.851

.,.,

9
,.16,861	6	lml\

/	•11--------

10

Ti-..-:. :''T /1,.,,.n
l :1r,\• /  \,

5

4

Call 48 hours ;:-'	,J,
before you dig

MINliMUM	FINISH FLOOR ELEVATION		=	+7.60 (N.G.V.D)

It's the Law!
1-800-432-4770	V ·

I
1;1		,I
-16.851

SILVER PALM LAKE
GRADING PLAN (1)
E.R. BRCWINEl.lL &	ASSCCIA TES,  WNC.

Sunshine Stale One Call of Florida, Inc. .,...	,
=-

CONSULTING ENGINEERS
, 15/ Corn! 'Nny
Drow11 by:  AA	-------·· -8. '..L 

LAND  SURVEYORS
l'v\iurni, I iorid_\', ,)314-5
Pho11e:  jOJ  446  3511
Sheel	P-05 of	'-)

_[)cs _by:	2A,----

t-'J:"-.N":-. 5":54;6i=5-=---f-'-1-""".0 . 

: -----1Sk. No.  p 641

IJJ/lfl/OJ CT- 09: 2J

)_,C ,	,

Chk. lw	JN	Scale: 1 - 50'	lJale: 03/1J/OJ

8

I
i
"	•	?

	I

I

I

I
1·'

i t ·:_. -----

L		JI .,

:

(j_) 33

14	i3	!2

I

I )	9

'----·-- ----	1

I

7.55

---------
.,..	,..

li:c:=--

I
x :=, : ·
1

.. ms•

----- ---:•	I		

l!ZQ] ::-=.:.:.·----  -	-		_  I

:	34	I  !

o>-!H+-----+---t---+---1--ll-,- ,: ,,,,----tt,,	1.-

UJ	1	f

11
;	.l	:	2	I	J	:	4	0>	;

t

:::>

1	1

!-r

[-	'	rm----  l,tl6,851	7.15 :

1---+-1-+-V.151	17.55V
4

y	35

1+-11-+-++--H,l-b,!; ,,,\'

7.55	I

--- I	)1	1

1	1

---It
16.651-

t I :	-- ------l'-----'	11,
I	a:

UJ	12
"'	=>	.•

3	36
I
I

:'	'-	19	5
=>

-	 ------·----------

1	I

I	1
37
------l 1 I

1	1,	_
0
18
1 ,0			6

7.15

I

: UJ	I
I
>	13

(ITP.)\	.

PEO. RAMP PER	l	I	l	.,	
RIJ.3

,	,

d..

d   --------·	1

-	--..

38 .-&

,	17
'/ I /,
/\(	/,

-.c	'I

16

-

7	f6.851-

1'

,,,.,-

I

lilll------
14

-	1

: .s::.	I
5-	....,	--..

	1

d	I •

I"-

'0	8	I

I	..

1,

i	0)	15

.-	15

1	1

i	O>
0

3	4	5	6	7	8

1ml 1,.,-------	r----..... 	!
9

14	th,_',:, 1,H"ll-, f-'-\-ll-g-llHI 	16

•

V11.5_5I_-+--

---1------1---

t	i :	•

�16.85·h1

.d".'

�:-----------

16	15	14

13	12	11

16	15	14

13	12	11

JO	j

., \.

I

g
d
"'	\.

12	11

10	(

	'6,851
•
17
Cl)

---------

17.85

0

:::::::::::;;;!:;:::::::::::; -:::,;-:::::::::::;:;:;;:::::::::::;:::::::::::1:' fo, --:;;;;:-'-;;;:;-:::::-:::::--:::::-==:--';::;;-;;;;;;--;;=;;-=-:-:;,- :::::;::::::::::;!::::::::::::; f;f?'	--

ITT

---.,..........

7.15

:::::::::::;::::::::::::::;::::.::.:,::.::.;:::::::;:::::::::;. '

225' @ 0.31%

-	S.W.

STREET	(SILVER	- P A L M

.,	  ,;===========l:""

Call 48 hours ......,,	--.f"1
before you dig

It's the Law!

MINIMUM	FINISH	FLOOR ELEV A TION		= +7.60		{N.G.V.D}

l-800-432-4770

SUI1shlne  Slate One  Coll  of  Florido,  Inc. .---

SILVER PALM LAKE
GRADING PLAN (2)
E.R. BROWNELL &
CONSULTING  ENGINEERS

/18/0) 0 09 4g

J -- •

No.

Dule

A1)vd. J.I\.  r.u.

40'-o"

z

----,f-­<;.I	w
::,

w z

::,
!=
[5

TOP OF BANK (TOP OF BERM)
BERM	ELEVATION  7.15(MIN.)

6'-6"

141-611

61-6"

::J

oc

0	is

---'---I----- -- -
w	13'-o"

- """'

.s!:.

@--	8:

 J_1  / 16.60'	1D.OO'

'	5'	VARIES

V"	--1'-611

l'-6" --

_J
<!
u

l""

2'

(-S")

A

">-'

"--J-..!5?::'-:!!o::..."- -..2_5'_::-0'!._"_+_5 •-:::o ·--+-------='20'--'-.::.o·	t'

IJ	II

(-'/;)	(-2¾")

(+0")

"

(+5 5fii)	'"

(-2 1/ ")	C

DESIGN WAlE

ELEVATION

@ 6" CURB AND GUTTER
@

,,

	'ti era" (+1")

		6" ····- ---
11-011 J

H	G

l,  "

SFCTIOI	(' - ('

20' LAKE  MAIN1ENANCE EASEMENT

; tilv:J.oD { 2.2)

,---'=M-EAN·-O-W-,WwATEcR zE

YA110N +D.5
J ·-	)

---

LEVEL LINE	"

©

ASPHA.L TIC CONCRETE SURF A.CE COURSE 2 THICK (MINIMUM) TO BE PLACE IN TWO (21 LIFTS
@ RIGHT-OF-WAY LINE AT OR ABOVE FLOOD CRITERIA
(D CONCRETE SIDEWALK WHERE REQUIRED
© STABILIZED SUBGRADE
@ BASE COURSE, PRIMED ENTIRE WIDTH
@ OFFSET FROM LEVEL LINE
© TYPE 1F1 MEDIAN CURB
(L) MEDIAN (SOLID SOD)
SECTION A-A
N.T.S.

,;LCTION R-R
(fl.ts-)
(A) RIGHT OF WAY' LINE AT OR ABOVE FLOOD CRITERIA
('-B)	4" THICK CONtRElE SIDEWALK, 6° 1HICK AT DRIVEWAY ENlRANCES
(l)	LEVEL LINE
(b°) 2' CONCRETE 'VALLEY GUffiR
(E)  ASPHALllC CONCRETE SURFACE COURSE 1" THICK
Q) BASE COURSE., PRIMED EN11RE V110TH
(i;) OFFSET FROM LEVEL LINE

(N.T.S.)
@	RIGHT OF WAY LINE AT OR ABOVE FLOOD CRllERIA
@ 4" THICK CONCRETE SIDEWALK, 6' THICK AT DRIVEWAY ENlRANCES
@ LEVEL LINE
@ ASPHALTIC CONCRETE SURFACE COURSE 1" THICK
@ BASE COURSE, PRIMED ENTIRE \\1DTH
(D OFFSET FROM LEVEL LINE @) STABILIZED SUBGRADE @ SWALE, SOLID SOD

ELEV.(-)2.50

TYPICAL LAKE SECTION

'D'

ELEY.(-)40.0D(MAX)

(H)  SlABILIZW SUIBGRADE
CD SWALE, SOUD SOD

(i)	PROPERTY LINE

(ADJACENT TO LOTS)

(NOT TO SCALE)

TOP OF BANK (TOP OF BERM)' El£VATION 7.55

METAL

---- ERM _

ROW OF TREES D 15' ON CENTER MINIMUM  12' HIGH  AT  TIME  OF  PLANTING

GRADES  AS  SHOWN  ON  PLAN (VARIES FROM 7.15 - 7.85)
  ,,,..-sw.r.t.::_'c..-<Kn,,I
G\ o\. 10

w
z
::J

EXIST.  GROUND AVG. ELEV.=6.10

--6-'-6-"---·----1-4'-6" 	
13'-o"

40'-o"

l'-6"--

6'-6"

GUARDRAIL
CONCRETE. SIDEWALK SODDED SWALE

c, 4-' 1-- -

3-1-.-85'

17.50'

35.oo·

VARIES

REAR LOT GRADING
(N.T.S.)	D

VALIIY dGUTTER   _l�.---·---,-,......;..-.,JL..JJll.l.1/
µ_l -8·--l--5· _,_ 10 ·--,
,we
oc

-

oc
I"
."N.

<

"z '

ESIGN WATER ELEVATION	w

z

'	V. 3.00 (WC 2.2)	ca

   MEAN  LOW  WA(lwERczE:L4ErV llON_tQ,5

'

-
l'-0" -:'I1:-6"

C
{-2¾"

@ 6" CURB AND GUTTER
@ LEVEL LINE	"
ASPHAL TIC CONCRETE SURFACE COURSE 2 THICK

	X	

SANO-CEMENT BAG

m
<n	0
w
z	0
::J	>-
"oc '
-----

© (MINIMUM) TO BE PLACE IN TWO (2) LIFTS
@ RIGHT-OF-WAY LINE AT OR ABOVE FLOOD CRITERIA
(0 CONCRETE SIDEWALK WHERE REQUIRED
(0 ST ABILIZEO SUB GRADE
@ BASE COURSE, PRIMED ENTIRE WIDTH

(2) j4 RCBAR (CONT)•
t

FRONT

ELEVATION

/4 REBAR (CONT),

-q�•1,/

_[6"	I
-------------c, -·····-···-··- : .·.;	----

Foc"
0z

ELEV. (-)4.50 NGVD /

@ OFFSET FROM LEVEL LINE
© TYPE 'F' MEDIAN CURB

  14 RrnAR PINS

14 Rc□AR PINS '\,		

f

L.	·_I11  ii 1'.Ytj§j
j_5'co·

._if

Fl... -1-0.40' MIN.
\\
---------------

TYPICAL LAKE SECTION 'E'

J

(ADJACENT TO PUBLIC R/W) (S,W. 231 TERR.) (NOT TO SCALE)
ELEV. (-)9.50 NGVD (MIN.)
EL.+0.3'	ELEV.=(-)40.00 NGVD (MAX.)

SFCTION G-G
(N.T.S.)
(A) RIGHT OF WAY LINE AT OR ABOVE FLOOD CRllERIA
@ 4• 1HICK CONCRElE SIDEWALK, 6" TIIICK AT DRIVEWAY ENlRANCES
(c) LEVEL LINE
(IJ) 2' CONCRETE VALLEY GUTTER
(D ASPHALllC CONCRETE SURFACE COURSE 1° lHICK
(F)

SECTION H-H
N.T.S.

Mlli_j

TYPICAL SECTION BEVEL END PIPE

 
,_

0
o;
"'
ct0

----.....  -i.

MiN.

---,_,  'tOI- VALLEY GUTTER
1l _OF STi:;:EEl

Fl.-1-0.0

BASE COURSE, PRIMED ENllRE V11Dlll
(G") OFFSET FROM LEVEL LINE
(}I) STABILIZED SUBGRADE
CD SWALE, SOLID SOD

COURSES MIN,
COURSES MAX.

8"PRECAST CONC,
STRUClURE.

e•MIN,
l
_J_ -
1B•MIN.
T

U.S. FOUNDRY CAST IRON
FRAME k. GRATE STD. DET. SD-2,3
SEE DRAINAGE SlRUCTURE SCIIEOULE
c.a PAVM'T DCf'WD
STD.DETAIL SD-2.5

14 BARS C 12"
.,	ON CEN1ER EACH WAY
	OCT, W.L 

STRAIGHT  SAND-CEMENT  RIP

NOTE: BEVEL SLOPE SHALL NOT BE GREATER THAN 1:1 FOR SINGLE TIER CONSlRUCTION. lillEN THE PIPE BEYEL IS GREATER 1HAN 1:1, HEADWALLS SHALL BE CONSTRUCTED AS REQUIRED FOR SlRAIGHT END PIPES.

Oc,
a5 a5
">-
<-wm...	TABLE OF DIMENSIONS	
	PIPE
Sill	H	T	A	B	C	X	Lop/p-t	LNI	L'rY r' LW /'	
	24"	4' 5•	2'-0"	2'-o·	2'-5"	o'-o"	3'-5n	9'-8"	1J'-r	16'-6"	19'-11"	
	30"	5•-0·	2' o·	2'-o"	J'-o·	o·-o·	4'-Jn	11'-,·t	15'-6"	19'-9"	24' o·	
	36"	5' 7•	2' o·	z' o·	3' 7•	o·-o·	5'-1"	12'-11"	18'-o"	23' 1"	28' 2·	
	42"	61 3•	3' o·	2'-o"	2'-o·	2' :/	6'-o"	11·-r	20'-7"	26'-7"	J2' 7"	
	4B"	6' 10·	J'-o"	t-o·	2·-0·	2·-10·	6'-9"	16'-J"	23'-o"	29'-9"	J6'-6"	

,_
z
0
0□
mw	54"	7'-6"			7'-8"	18'-o"	25'-8"	JJ'-4"	41' o·	
	60"	B'-2"			81-6"	19'-9"	28'-3"	J6'-9"	45'-J"	
	66"	B'-7"		

<EXlEND lHRU 3 BAGS MIX RATIO 
3: PARTS SAND
1: PART CEMENT	21'-7"		
	72"	9'-·;/			22'-6"		
	84"	10'-7"			24'-6"		
	96"	11·-1r			26'-6"		
	108°	1J'-J"			28'-6"		
	120·
132•	14'·-7"			30'-6"		
					32'-6"		
		15'-11·				
	144°	17'-J"		34'-6"		

RAP HEADWALL

-	--.

.2"
'u"
}':!

LL  Cl,21 
{I	, ..,	I

TYPE P W/ ONE BAFFLE TYPE J W/ 2 BAFFLES

(N.T.S.)

\	(t --------

.. 4 .<

---.. -

!"/J '
D' )

Call 46 hours	._._
before you dig

NOTE: UAFFlES ,-,s REQUIRED BY OADE COUNlY D.E.IUI.

CATCH BASIN DETAIL
N.T.S.

DIMENSION •u•	
!NlET TYPE	DIMENSION	
"p"	42" X 42"	
J"	54" X 54"	

))

SILVER PALM LAKE

-..,_

TYPICAL LOT	GRADING

It's the Law!
1-800-432-4770
  Sunshine State One  Call  of  l'lorida, Inc.  ..	

,  ·J., •• -.- ..-. .. ·'  ·1
-··	.
,·  i	,'.:.,-;

TYPICAL SECTIONS & DETAILS
E.R. IBRDWNEILIL &
CONSULTING  ENGINEERS

(ALL Df<AINAGE TO STREET)	N.T.S.

\/lfi/iJS U 11:.I.I
I I' ,f ,

.. "

,----	I
I	I
I	I
1	TF(4C:T "f"	I
I	I
I

1	2	3

4	5	6	7	8

I

9	10	11	:	12	13

. --···-' .....

1
15	16	11	18	19	20	21
14

TERRACE
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RESOLUTION 2022-04

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE SILVER PALMS COMMUNITY DEVELOPMENT DISTRICT, ADOPTING A DISTRICT POLICY PERTAINING TO MAINTAINING THE 20-FOOT STORMWATER RETENTION		EASEMENT;		ADOPTING GUIDELINES AND SPECIFICATIONS PERTAINING TO ANY HOMEOWNER MODIFICATIONS OF THE 20-FOOT	STORMWATER	RETENTION EASEMENT; PROVIDING FOR ENFORCEMENT; AND PROVIDING FOR AN EFFECTIVE DATE.

WHEREAS, the Silver Palms Community Development District (the “District”) was established pursuant to Chapter 190, Florida Statutes and Ordinance 03-206 enacted by the Board of County Commissioners of Miami-Dade County, Florida; and

WHEREAS, the District is the owner of and is responsible for the operation and maintenance of that certain lake parcel located within the boundaries of the District and identified as Tract A on the Plat of Silver Palm Lake, as recorded at Plat Book 161, Page 71 of the Public Records of Miami-Dade County, Florida (the “Lake”); and

WHEREAS, the Lake is an integral part of the stormwater management and drainage system benefitting all lands within the boundaries of the District; and

WHEREAS, the Lake that is owned and maintained by the District typically includes submerged lands covered by water, the littoral shelf, and those typically dry sloped areas that include the lands running from the water line to just beyond the top of the lake bank of the Lake; and

WHEREAS, the Lake is surrounded by single-family residential lots whose rear yard lot lines are typically located just upward of the top of the sloped bank of the Lake; and

WHEREAS, the stormwater management and drainage system was designed to include a 20-foot easement that should remain free from structures and plantings at least 15 feet from the rear residential property lines (the “SWRE”) within the residential lots and just upland beyond the top of the sloped bank, as more particularly shown in Exhibit A, attached hereto and made a part hereof; and

WHEREAS, after receiving the results of an inspection of the Lake and the stormwater management system by the District Engineer, Alvarez Engineers, Inc., and

reviewing the report pertaining to such inspection, the District Board of Supervisors (the “Board”) finds that the rear yards of multiple single-family residential lots abutting the Lake have been modified to include structures and plantings which are and have the potential to adversely affect or otherwise damage the SWRE; and

WHEREAS, the SWRE is essential to the proper functioning of the stormwater management and drainage system, provides for pretreatment of runoff, provides environmental benefits promoting the overall health of the Lake and the water quality of the Lake, and serves to prevent and limit erosion protecting the integrity of the sloped lake bank; and

WHEREAS, in order to protect the stormwater management and drainage system and maintain the benefits and protections of the SWRE, the Board determines that it is necessary to adopt a policy relating to future modifications by residential property owners to the SWRE that allow residential property owners to maximize the use and development of their rear yards, subject to municipal, county, ordinances, covenants, and laws, while preserving the effect and purpose of the SWRE through the implementation of acceptable tree plantings.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE SILVER PALMS COMMUNITY DEVELOPMENT DISTRICT, THAT:

Section 1.  The above recitals are true and correct and are incorporated in and adopted as part of this Resolution.

Section 2. The Board of Supervisors of the Silver Palms Community Development District hereby formally establishes and adopts, the “Silver Palms CDD Lake Bank Easement Guidelines,” (the “Policy”) as follows:

SILVER PALMS CDD LAKE BANK EASEMENT
MODIFICATION GUIDELINES

Title. This may be cited and referred to as the Silver Palms CDD Lake Bank
Easement Guidelines (the “Policy”).

Definitions.

“District” shall mean the Silver Palms Community Development District, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes.

“SWRE” shall mean the twenty (20’) foot distance from the rear residential property line to the Lake within the residential lots abutting the Lake and located upland just beyond the top of the sloped bank, as more particularly shown in Exhibit A, attached hereto and made a part hereof. The SWRE is an important facility that is part of the stormwater management and drainage system designed and constructed for the District.

“Effective Date” shall mean September 19, 2022, which is the date this Policy was first adopted by the Board.

“Approved Planting” shall mean, for the purposes of this Policy, Palm Trees, as shown in Exhibit “A” or as otherwise approved by the District Engineer of the District.

“Lake” shall mean Tract A of the Plat of Silver Palm Lake, as recorded at Plat Book 161, Page 71 of the Public Records of Miami- Dade County, Florida. The District owns fee title to the Lake, and the Lake is an integral part of the stormwater management and drainage system benefitting all lands within the boundaries of the District.

“Owner” shall mean the fee title owner of a residential lot abutting and immediately adjacent to the Lake.

“Policy” shall mean the Silver Palms CDD Lake Bank Easement Modification Guidelines, adopted pursuant to District Resolution 2022-04, as amended from time to time.

SWRE Modifications On or After the Effective Date. An Owner may modify the SWRE located in the rear yard of Owner’s property, subject to satisfying each of the following conditions:

Any modification to the SWRE by Owner shall not include a permanent or impervious structure; and

Any tree planted in the SWRE by Owner must be in the upper five
(5) feet of the SWRE, as long as they do not case shade that kills the grass, such as palm trees, with the exception of coconut trees; and

Owner has applied for and secured any and all required building and zoning permits from Miami-Dade County, and any other government entity or agency having jurisdiction thereof, and any such permits are valid at the time the modification is being constructed; and

The sloped lake bank within the parcel identified as the Lake is maintained sodded at all times at a 4:1 slope as required by applicable permits issued by the South Florida Water Management District and held by the District, that no modifications are made to the sloped lake bank or the Lake, and that any damages to the lake bank or Lake are corrected to the satisfaction of the District within fifteen (15) days of District sending, via U.S. Mail, Owner written notice of such damages; and

No encroachments whatsoever shall be made into the Lake parcel owned by the District; and

All improvements, construction, maintenance and work shall be subject to the rules and regulations of any federal, states and local laws, rules, and regulations that may be otherwise applicable, including any and all permits issued to the District by the South Florida Water Management District.

SWRE Modifications Made Prior to the Effective Date. The District acknowledges that the SWRE behind several residential lots abutting the Lake have already been modified as of the adoption of the Policy. For such properties, should Owner make any further changes to the project or improvement that modified the SWRE, the Owner shall be required to make such changes consistent with and in compliance with the Paving, Grading and Drainage plans approved by Miami-Dade County DERM on May 21, 2003. Owner must otherwise comply with each of the conditions set forth in Sections 3.1 through 3.7 of this Policy. Notwithstanding, should the upland improvements on an Owner’s Property be contributing to erosion of the abutting sloped lake bank, pollutants entering the Lake, or any damage to the sloped lake bank or Lake, the Owner shall be required at Owner’s expense to make such corrections restore such District-owned property in accordance with the provisions of section 3.5 above.

Enforcement. The District hereby authorizes, to the extent such authorization is required, the District Manager to implement this Policy in order to safeguard the integrity, design, and operation of the stormwater management and drainage system, ensure healthy water quality in the Lake, limit erosion of the lake banks, preserve the infrastructure constituting the stormwater management and drainage system, while protecting the residential properties and rights-of-way within the District from future flooding concerns and limiting maintenance costs to Owners. Nothing herein shall be construed as limiting or restricting the District’s authority to enforce this Policy and its property interests pursuant to Chapter 190, Florida Statutes, and Florida law.

Section 3.  The District Manager is hereby directed to take all actions necessary and consistent with the intent of this Resolution, including posting this Policy on the District’s website and making the same generally available to members of the public.

Section 4.  All resolutions or parts of resolutions in conflict herewith are repealed to the extent of such conflict.

Section 5.   If any clause, section or other part or application of this Resolution is held by a court of competent jurisdiction to be unconstitutional, illegal or invalid, in part or as applied, it shall not affect the validity of the remaining portions or applications of this Resolution.

Section 6.	This Resolution shall be effective immediately upon adoption.

PASSED AND ADOPTED BY THE BOARD OF SUPERVISORS OF THE SILVER PALMS COMMUNITY DEVELOPMENT DISTRICT, THIS     DAY OF 	, 2022.

ATTEST:	SILVER PALMS COMMUNITY DEVELOPMENT DISTRICT

Print name: 		Print name:	
Secretary/Assistant Secretary	Chairman/Vice-Chairman

Exhibit A

Silver Palms Community Development District C/o Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, FL 33410

August 25, 2022

Raul Medero
and/or Current Property Owner 10882 SW 229 Street
Miami, Florida 33170

RE:	Request for Tree Trimming

Dear Property Owner,

This firm serves as District Manager for the Silver Palms Community Development District (the “District”). A site visit with the District Engineers has brought to our attention that, along with other factors, the shade cast by the overgrown avocado tree planted in the rear of your property does not allow the grass to grow as intended. The lack of grass is causing the lake bank to eroded. Since the shade has killed the grass, the soil is exposed and the rain washes it off, causing erosion. We request your assistance in trimming back all the branches over the lake bank to prevent further damage.

The mentioned tree must be trimmed, specifically the branches exceeding your backyard fence, within thirty (30) days of the date of this letter. Once done, kindly notify this office in order for us to be able to inspect it.

Your cooperation in this matter is greatly appreciated. Should you have any questions regarding this information please do not hesitate to contact me, at 786-503-1633, or via email at rgalvis@sdsinc.org.

Sincerely,

Ronald Galvis
Ronald Galvis
Field Operations Manager

cc:	Gloria Perez, District Manager (via email only)
Juan Alvarez, Alvarez Engineering Inc., District Engineer (via email only) Reynaldo Chinea, Alvarez Engineering Inc., District Engineer (via email only)
Gregory F. George, Billing, Cochran, Lyles, Mauro & Ramsey, P.A. (via email only)
Fernando Toledo, Turf Management, (via email only) Todd Barhydt, Solitude Lake Management (via email only)

Silver Palms Community Development District C/o Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, FL 33410

ENCLOSURES

Silver Palms Community Development District C/o Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, FL 33410

August 25, 2022

Oscar Hernandez
and/or Current Property Owner 10888 SW 229th Street Miami, Florida 33170

RE:	Request for Structure Correction

Dear Property Owner,

This firm serves as District Manager for the Silver Palms Community Development District (the “District”). A site visit with the District Engineer has brought to our attention that a 2” PVC Pipe is draining from your property’s backyard onto the lake bank. This drainage from your property has caused depression/erosion in the higher portion of the lake bank and sedimentation of that eroded material on the lower portion of it. A concrete slab is also constructed in the rear of your property from the residence to the lot fence. During rain events, the concrete slab causes runoff from your lot that flows to the District-owned lake. This increased runoff has caused about 4 inches of erosion along the backyard fence, which has even uncovered the concrete footings of the fence posts.

Please be advised that, according to the "Silver Palm Lake - Paving, Grading and Drainage" approved plans (enclosed), there are specific berm requirements along the rear of the lots to prevent runoff from private property onto the lake banks to prevent erosion (refer to page 7, section D). The concrete slab in your property, as constructed, does not meet the requirements of the Paving, Grading and Drainage plans.

The above-mentioned pipe must be removed, and the concrete slabs must be verified, corrected, and or removed to ensure compliance with the Silver Palm Lake – Paving, Grading and Drainage plans.

You are required to bring your property into compliance with all applicable State and Miami – Dade County requirements, within thirty (30) days of the date of this letter.

Your cooperation in this matter is greatly appreciated. Should you have any questions regarding this information please do not hesitate to contact me, at 786-503-1633, or via email at rgalvis@sdsinc.org.

Sincerely,

Ronald Galvis
Ronald Galvis
Field Operations Manager

cc:	Gloria Perez, District Manager (via email only)
Juan Alvarez, Alvarez Engineering Inc., District Engineer (via email only) Reynaldo Chinea, Alvarez Engineering Inc., District Engineer (via email only)
Gregory F. George, Billing, Cochran, Lyles, Mauro & Ramsey, P.A. (via email only)
Fernando Toledo, Turf Management, (via email only) Todd Barhydt, Solitude Lake Management (via email only)

Silver Palms Community Development District C/o Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, FL 33410

ENCLOSURES

Silver Palms Community Development District

Financial Report For August 2022

Silver Palms Community Development District
Budget vs. Actual
October 2021 through August 2022

Oct 21 - Aug 22	21/22 Budget	$ Over Budget	% of Budget
 			
Income

363.100 ꞏ Admin Assessments	61,742.13		61,664.00		78.13		100.13%	
363.101 ꞏ Maintenance Assessments	38,646.35		38,646.00		0.35		100.0%	
363.810 ꞏ Debt Assessment	122,447.40		122,447.00		0.40		100.0%	
363.820 ꞏ Debt Assessment-Paid To Trustee	-116,593.05		-115,100.00		-1,493.05		101.3%	
363.830 ꞏ County Tax Collector Fee	-2,143.16		-4,455.00		2,311.84		48.11%	
363.831 ꞏ Discounts for Early Payments	-8,508.27		-8,910.00		401.73		95.49%	
369.401 ꞏ Interest Income	216.09		180.00		36.09		120.05%	
Total Income	95,807.49		94,472.00		1,335.49		101.41%	
Expense								
511.122 ꞏ Payroll Tax Expense	229.50		480.00		-250.50		47.81%	
511.131 ꞏ Supervisors Fees	3,000.00		6,000.00		-3,000.00		50.0%	
511.306 ꞏ Lawn Maint/Landscaping	22,455.00		22,000.00		455.00		102.07%	
511.307 ꞏ Aquatic Maintenance	1,835.24		2,000.00		-164.76		91.76%	
511.308 ꞏ Maint/District Improvements	0.00		4,205.00		-4,205.00		0.0%	
511.309 ꞏ Contingency/Reserve	0.00		6,223.00		-6,223.00		0.0%	
511.310 ꞏ Engineering	2,630.00		1,900.00		730.00		138.42%	
511.311 ꞏ Management Fees	17,567.00		19,164.00		-1,597.00		91.67%	
511.312 ꞏ Secretarial Fees	2,475.00		2,700.00		-225.00		91.67%	
511.315 ꞏ Legal Fees	6,513.38		8,000.00		-1,486.62		81.42%	
511.318 ꞏ Assessment/Tax Roll	0.00		3,500.00		-3,500.00		0.0%	
511.320 ꞏ Audit Fees	3,700.00		3,700.00		0.00		100.0%	
511.450 ꞏ Insurance	5,706.00		6,000.00		-294.00		95.1%	
511.480 ꞏ Legal Advertisements	105.77		550.00		-444.23		19.23%	
511.512 ꞏ Miscellaneous	498.64		1,000.00		-501.36		49.86%	
511.513 ꞏ Postage and Delivery	163.21		250.00		-86.79		65.28%	
511.514 ꞏ Office Supplies	287.50		525.00		-237.50		54.76%	
511.540 ꞏ Dues, License & Subscriptions	175.00		175.00		0.00		100.0%	
511.733 ꞏ Trustee Fees	4,079.63		4,100.00		-20.37		99.5%	
511.734 ꞏ Continuing Disclosure Fee	0.00		250.00		-250.00		0.0%	
511.750 ꞏ Website Management	1,604.13		1,750.00		-145.87		91.67%	
Total Expense	73,025.00		94,472.00		-21,447.00		77.3%	
Net Income		22,782.49			0.00			22,782.49			100.0%	

`	SILVER PALMS COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT
AUGUST 2022

REVENUES	
Annual Budget
10/1/21 - 9/30/22	
Actual Aug-22	Year To Date Actual
10/1/21 - 8/31/22	
Administrative Assessments	61,664	2	61,742	
Maintenance Assessments	38,646	0	38,646	
Debt Assessments	122,447	0	122,447	
Interest Income	180	0	216	
				
Total Revenues	$	222,937	$	2	$	223,051	
				
EXPENDITURES				
Maintenance Expenditures				
Lawn Maintenance/Landscaping	22,000	2,055	22,455	
Aquatic Maintenance	2,000	166	1,835	
Maintenance/District Improvements	4,205	0	0	
Engineering/Inspections	1,900	0	2,630	
Contingency/Reserve	6,223	0	0	
Total Maintenance Expenditures	$	36,328	$	2,221	$	26,920	
				
Adminstrative Expenditures				
Supervisor Fees	6,000	0	3,000	
Payroll Taxes (Employer)	480	0	230	
Management	19,164	1,597	17,567	
Secretarial	2,700	225	2,475	
Legal	8,000	0	6,513	
Assessment Roll	3,500	0	0	
Audit Fees	3,700	0	3,700	
Insurance	6,000	0	5,706	
Legal Advertisements	550	0	106	
Miscellaneous	1,000	9	499	
Postage	250	12	163	
Office Supplies	525	3	288	
Dues & Subscriptions	175	0	175	
Trustee Fee	4,100	0	4,080	
Continuing Disclosure Fee	250	0	0	
Website Management	1,750	145	1,603	
Total Administrative Expenditures	$	58,144	$	1,991	$	46,105	
				
Total Expenditures	$	94,472	$	4,212	$	73,025	
				
Revenues Less Expenditures	$	128,465	$	(4,210)	$	150,026	
				
Bond Payments	(115,100)	0	(116,593)	
				
Balance	$	13,365	$	(4,210)	$	33,433	
				
County Appraiser & Tax Collector Fee	(4,455)	0	(2,143)	
Discounts For Early Payments	(8,910)	0	(8,508)	
				
Excess/ (Shortfall)	$	-	$	(4,210)	$	22,782	
				
Carryover From Prior Year	0	0	0	
				
Net Excess/ (Shortfall)	$	-	$	(4,210)	$	22,782	

Bank Balance As Of 8/31/22	$	217,353.12	
Accounts Payable As Of 8/31/22	$	5,211.94	
Accounts Receivable As Of 8/31/22	$	-	
Available Funds As Of 8/31/22	$	212,141.18	

SILVER PALMS CDD TAX COLLECTIONS 2021-2022

#	

ID#	

PAYMENT FROM	

DATE	

FOR	

Tax Collect Receipts	

Interest Received	

Commissions Paid	

Discount	

Net From Tax Collector	Admin.
Assessment Income (Before Discounts & Fee)	Maint Assessment Income (Before Discounts & Fee)	Debt Assessment Income (Before Discounts & Fee)	Admin.
Assessment Income (After Discounts & Fee)	Maint Assessment Income (After Discounts & Fee)	Debt Assessment Income (After Discounts & Fee)	

Debt Assessments Paid to Trustee	
									$222,757.00	$61,664.00	$38,646.00	$  122,447.00	$61,664.00	$38,646.00	$  122,447.00		
									$209,392.00	$57,964.00	$36,328.00	$  115,100.00	$57,964.00	$36,328.00	$  115,100.00	115,100.00	
1	1	Miami-Dade Tax Collector	11/26/21	NAV Taxes	$	13,290.95		$	(127.46)	$	(545.39)	$	12,618.10	$	3,678.90	$	2,306.00	$	7,306.05	$	3,492.60	$	2,189.25	$	6,936.25	$	6,936.25	
2	2	Miami-Dade Tax Collector	12/03/21	NAV Taxes	$  156,263.25		$	(1,500.12)	$  (6,250.53)	$  148,512.60	$	43,257.39	$	27,110.07	$	85,895.79	$	41,111.75	$	25,765.40	$	81,635.45	$	81,635.45	
3	3	Miami-Dade Tax Collector	12/08/21	NAV Taxes	$	22,165.00		$	(212.79)	$	(886.60)	$	21,065.61	$	6,135.80	$	3,845.40	$	12,183.80	$	5,831.41	$	3,654.70	$	11,579.50	$	11,579.50	
4	4	Miami-Dade Tax Collector	12/20/21	NAV Taxes	$	14,407.25		$	(138.42)	$	(565.21)	$	13,703.62	$	3,988.27	$	2,499.51	$	7,919.47	$	3,793.62	$	2,377.40	$	7,532.60	$	7,532.60	
5	5	Miami-Dade Tax Collector	01/11/22	NAV Taxes	$	4,991.15		$	(48.41)	$	(149.74)	$	4,793.00	$	1,381.55	$	865.95	$	2,743.65	$	1,326.65	$	831.60	$	2,634.75	$	2,634.75	
6	6	Miami-Dade Tax Collector	02/07/22	NAV Taxes	$	3,324.75		$	(32.58)	$	(66.48)	$	3,225.69	$	920.37	$	576.81	$	1,827.57	$	892.94	$	559.60	$	1,773.15	$	1,773.15	
7	Int - 1	Miami-Dade Tax Collector	02/28/22	Interest		$	7.70			$	7.70	$	7.70			$	7.70			$	-	
8	7	Miami-Dade Tax Collector	03/07/22	NAV Taxes	$	3,324.75		$	(32.81)	$	(44.32)	$	3,247.62	$	920.37	$	576.81	$	1,827.57	$	898.97	$	563.40	$	1,785.25	$	1,785.25	
9	8	Miami-Dade Tax Collector	04/12/22	NAV Taxes	$	2,774.65		$	(27.74)		$	2,746.91	$	768.00	$	481.40	$	1,525.25	$	760.31	$	476.60	$	1,510.00	$	1,510.00	
10	Int - 2	Miami-Dade Tax Collector	04/27/22	Interest		$	1.40			$	1.40	$	1.40			$	1.40			$	-	
11	9	Miami-Dade Tax Collector	05/06/22	NAV Taxes/Interest	$	2,216.50	$	66.50	$	(22.83)		$	2,260.17	$	680.35	$	384.40	$	1,218.25	$	673.52	$	380.55	$	1,206.10	$	1,206.10	
12	Int - 3	Miami-Dade Tax Collector	08/03/22	Interest		$	2.03			$	2.03	$	2.03			$	2.03			$	-	
13									$	-							$	-	
14									$	-							$	-	
15									$	-							$	-	
					$ 222,758.25	$	77.63	$  (2,143.16)	$  (8,508.27)	$ 212,184.45	$  61,742.13	$  38,646.35	$ 122,447.40	$  58,792.90	$  36,798.50	$ 116,593.05	$ 116,593.05	

Note: $222,757, $61,664, $38,646 and $122,447 are 2021/2022 Budgeted
Assessment Roll:	assessments before discounts and fees.
$222,758.25	$209,392, $57,964, $36,328 and $115,100 are 2021/2022 Budgeted
assessments after discounts and fees.

$  222,758.25		
$	77.63	$  212,184.45	
$  (61,742.13)	$  (58,792.90)	
$  (38,646.35)	$  (36,798.50)	
$ (122,447.40)	$ (116,593.05)	
$	-	$	-	

TEMPLATE FOR LOCAL GOVERNMENTS AND SPECIAL DISTRICTS FOR PERFORMING A STORMWATER NEEDS
ANALYSIS PURSUANT TO SECTION 5 OF SECTION 403.9302, FLORIDA STATUTES	
	
INTRODUCTION	

As part of the 2021 regular session, the Legislature recognized the need for a long-term planning process for stormwater and wastewater. Section 403.9302, Florida Statutes, requires a 20-year needs analysis from the local governments providing stormwater services. Because this planning document is forward-looking, it will necessarily include a large number of assumptions about future actions. These assumptions should be based on any available information coupled with best professional judgment of the individuals completing the document.	

Completing this template by June 30, 2022, will fulfill the statutory requirements for the first round of 20-year needs analyses for stormwater. The template was generated by EDR in cooperation with local governments, Special Districts, the Florida Department of Environmental Protection (DEP), the Water Management Districts, the Florida Stormwater Association, private consultants, and others. Use of this tool will help ensure that information is compiled consistently for the Office of Economic & Demographic Research’s (EDR) report to the Legislature.	

For the purposes of this document, a stormwater management program and a stormwater management system are as defined in statute (s. 403.031(15) and (16), F.S., respectively; language provided here: https://www.flsenate.gov/Laws/Statutes/2021/403.031). Plainly speaking, the “program” is the institutional framework whereby stormwater management activities (MS4 NPDES permit activities, and other regulatory activities, construction, operation and maintenance, etc. ) are carried out by the public authority. The “system” comprises the physical infrastructure that is owned and/or operated by the local government or special district that
specifically is intended to control, convey or store stormwater runoff for treatment and flood protection purposes.	
	
For the purposes of this document, the following guiding principles have been adopted:	
Stormwater systems or facilities owned and operated by any of the following are excluded from reporting
requirements for local governments and special districts:	
Private entities or citizens
Federal government
State government, including the Florida Department of Transportation (FDOT)
Water Management Districts
School districts
State universities or Florida colleges	
Local government expenditures associated with routine operation and maintenance are fully funded prior to
commencing new projects and initiatives.	

Local government submissions will include the activities of dependent special districts. Only independent special districts report separately. For a list of all special districts in the state and their type (i.e., dependent or independent), please see the Department of Economic Opportunity’s Official List of Special Districts at the following link: http://specialdistrictreports.floridajobs.org/webreports/alphalist.aspx.	
With respect to federal and state statutes and rulemaking, current law and current administration prevails
throughout the 20-year period. In other words, the state’s present legal framework (i.e., the status quo) continues throughout the period.	

GENERAL INSTRUCTIONS FOR USING THE TEMPLATE 	
Instructions for submitting the template are still under development. Additional information regarding submission and answers to frequently asked questions will be posted on EDR’s website, along with other useful materials,
here: http://edr.state.fl.us/Content/natural-resources/stormwaterwastewater.cfm	
The statutory language forms the titles for each part. This template asks that you group your recent and projected
expenditures in prescribed categories. A detailed list of the categories is provided in part 5.0.	
The same project should not appear on multiple tables in the jurisdiction’s response unless the project’s expenditures are allocated between those tables. All expenditures should be reported in $1,000s (e.g., five
hundred thousand dollars should be reported as $500).	
For any jurisdiction that is contracting with another jurisdiction where both could be reporting the same
expenditure, please contact EDR for additional guidance. In situations where a reporting jurisdiction contracts with a non-reporting jurisdiction, (i.e., FDOT, the water management districts, the state or federal government), the reporting jurisdiction should include the expenditures.	
When reporting cost information, please only include the expenditures that have flowed, are flowing, or will likely flow through your jurisdiction’s budget. While necessary to comply with the statute, the concept of “future
expenditures” should be viewed as an expression of identified needs.	
These projections are necessarily speculative and do not represent a firm commitment to future budget actions
by the jurisdiction.	
	
This Excel workbook contains three worksheets for data entry. (Along the bottom of the screen, the three tabs are
highlighted green.) Empty cells with visible borders are unlocked for data entry. In the first tab, titled "Background through Part 4," the information requested is either text, a dropdown list (e.g., Yes or No), or a checkbox. The next tab, "Part 5 through Part 8," contains tables for expenditure or revenue data as well as some follow-up questions that may have checkboxes, lists, or space for text.	

In Part 5 and Part 6, the expenditure tables have space for up to 5 projects. More projects can be listed in the "Additional Projects" tab. This tab contains a table with space for up to 200 additional projects. In order for these additional projects and expenditures to be correctly classified and included in the final totals, each project must be assigned a Project Type and Funding Source Type the from the dropdown lists in columns B and C.	
	
Links to Template Parts:	
Background Information	
Part 1	
Part 2	
Part 3	
Part 4	
Part 5	
Part 6	
Part 7	
Part 8	
Additional Projects - This table contains additional rows for projects that do not fit into the main tables in Parts 
5 and 6	

Background Information		
Please provide your contact and location information, then proceed to the template on the next sheet.	
Name of Local Government:	Silver Palms Community Development District ("CDD")	
Name of stormwater utility, if applicable:	N/A	
Contact Person	

Name:	Juan R. Alvarez, P.E.	
Position/Title:	CDD Engineer	
Email Address:	Juan.Alvarez@Alvarezeng.com	
Phone Number:	305-640-1345	
Indicate the Water Management District(s) in which your service area is located.	
Northwest Florida Water Management District (NWFWMD)	
Suwannee River Water Management District (SRWMD)	
St. Johns River Water Management District (SJRWMD)	
Southwest Florida Water Management District (SWFWMD)	
South Florida Water Management District (SFWMD)	
	
Indicate the type of local government:		
Municipality		
County		
Independent Special District	

Part 1.0 Detailed description of the stormwater management program (Section 403.9302(3)(a), F.S.)	
	
	The stormwater management program, as defined in the Introduction, includes those activities associated with the management, operation and maintenance, and control of stormwater and stormwater management systems, including activities required by state and federal law. The detailed program description is divided into multiple subparts consisting of narrative and data fields.		
	
Part 1.1 Narrative Description:	
	
	Please provide a brief description of the current institutional strategy for managing stormwater in your jurisdiction. Please include
any mission statement, divisions or departments dedicated solely or partly to managing stormwater, dedicated funding sources, and other information that best describes your approach to stormwater:		
	The drainage system, consisting of storm sewers, exfiltration trenches, and control structures has been conveyed to the County for
ownership, operations and maintenance. The CDD maintains the lake and dry retention areas by checking the water quality and mowing the lake banks. The CDD program is funded by non-ad-valorem assessments levied on the properties within the CDD. Yearly collection of assessments is through the County tax bill.		

On a scale of 1 to 5, with 5 being the highest, please indicate the importance of each of the following goals for your program:		
	0	1	2	3	4	5		

 					

 					

 					

 						Drainage & flood abatement (such as flooding events associated with rainfall and hurricanes)	
		Water quality improvement (TMDL Process/BMAPs/other)	
		Reduce vulnerability to adverse impacts from flooding related to increases in frequency and
duration of rainfall events, storm surge and sea level rise	
		Other:	

			

Part 1.2 Current Stormwater Program Activities:	
	
Please provide answers to the following questions regarding your stormwater management program.	
	
●	Does your jurisdiction have an NPDES Municipal Separate Storm Sewer System (MS4) Permit?	No	
			
	If yes, is your jurisdiction regulated under Phase I or Phase II of the NPDES Program:		
			
●	Does your jurisdiction have a dedicated stormwater utility?	No	
			
	If no, do you have another funding mechanism?	Yes	
			
	If yes, please describe your funding mechanism.		

The CDD stormwater program is funded by non-ad-valorem assessments levied on the properties within the CDD. Yearly collection of the assessments is through the County tax bill.	
	
●	Does your jurisdiction have a Stormwater Master Plan or Plans?	Yes	
			
	If Yes:		
	How many years does the plan(s) cover?	1	
Are there any unique features or limitations that are necessary to understand what the plan does or does
not address?	
	
No		

Please provide a link to the most recently adopted version of the document (if it is published online):	
	N/A		
			
●	Does your jurisdiction have an asset management (AM) system for stormwater infrastructure?	No	
			
	If Yes, does it include 100% of your facilities?		
	If your AM includes less than 100% of your facilities, approximately what percent of your
facilities are included?		

●	Does your stormwater management program implement the following (answer Yes/No):		
		A construction sediment and erosion control program for new construction (plans review
and/or inspection)?	
Yes		
		An illicit discharge inspection and elimination program?	No		
		A public education program?	No		
		A program to involve the public regarding stormwater issues?	No		
		A “housekeeping” program for managing stormwater associated with vehicle maintenance
yards, chemical storage, fertilizer management, etc. ?	
No		
		A stormwater ordinance compliance program (i.e., for low phosphorus fertilizer)?	No		
		Water quality or stream gage monitoring?	Yes		
		A geospatial data or other mapping system to locate stormwater infrastructure (GIS, etc. )?	
No		
		A system for managing stormwater complaints?	Yes		
		Other specific activities?		

	Notes or Comments on any of the above:		
		
CDD Manager responsibilities include documenting stormwater complaints from residents or issues observed by field personnel and referring them to the CDD Engineer for assessment and solution.		
	
Part 1.3 Current Stormwater Program Operation and Maintenance Activities	
	
	Please provide answers to the following questions regarding the operation and maintenance activities undertaken by your
stormwater management program.		

●	Does your jurisdiction typically assume maintenance responsibility for stormwater systems associated
with new private development (i.e., systems that are dedicated to public ownership and/or operation upon completion)?	

Yes		
	
	Notes or Comments on the above:		
		The CDD operates and maintains systems located within parcels that are either owned by the CDD, or that
the CDD has an easement over them. The CDD does not maintain systems within the CDD boundaries that have been conveyed to the County or to a municipality.		

●	Does your stormwater operation and maintenance program implement any of the following (answer Yes/No):		
		Routine mowing of turf associated with stormwater ponds, swales, canal/lake banks, etc. ?	
Yes		
		Debris and trash removal from pond skimmers, inlet grates, ditches, etc. ?	Yes		
		Invasive plant management associated with stormwater infrastructure?	Yes		
		Ditch cleaning?	Yes		
		Sediment removal from the stormwater system (vactor trucks, other)?	No		
		Muck removal (dredging legacy pollutants from water bodies, canal, etc. )?	No		
		Street sweeping?	No		
		Pump and mechanical maintenance for trash pumps, flood pumps, alum injection, etc. ?	
No		
		Non-structural programs like public outreach and education?	No		
		Other specific routine activities?		

N/A		
	
Part 2. Detailed description of the stormwater management system and its facilities and projects (continued Section 403.9302(3)(a), F.S.)	
	
	A stormwater management system, as defined in the Introduction, includes the entire set of site design features and structural infrastructure for collection, conveyance, storage, infiltration, treatment, and disposal of stormwater. It may include drainage improvements and measures to prevent streambank channel erosion and habitat degradation. This section asks for a summary description of your stormwater management system. It is not necessary to provide geospatial asset data or a detailed inventory. For some, it may be possible to gather the required data from your Asset Management (AM) system. For others, data may be gathered from sources such as an MS4 permit application, aerial photos, past or ongoing budget investments, water quality projects, or any other system of data storage/management that is employed by the jurisdiction.		

Please provide answers to the following questions regarding your stormwater system inventory. Enter zero (0) if your system does
not include the component.		
	Number	Unit of
Measurement	
	Estimated feet or miles of buried culvert:	0.00		
	Estimated feet or miles of open ditches/conveyances (lined and unlined) that are maintained by the
stormwater program:	
0.00		
	Estimated number of storage or treatment basins (i.e., wet or dry ponds):	1		
	Estimated number of gross pollutant separators including engineered sediment traps such as baffle
boxes, hydrodynamic separators, etc. :	
0		
	Number of chemical treatment systems (e.g., alum or polymer injection):	0		
	Number of stormwater pump stations:	0		
	Number of dynamic water level control structures (e.g., operable gates and weirs that control canal
water levels):	
0		
	Number of stormwater treatment wetland systems:			
	Other:		

				

				
	
	Notes or Comments on any of the above:			

Which of the following green infrastructure best management practices do you use to manage water flow and/or improve water quality (answer Yes/No):

Best Management Practice	Current	Planned	
Tree boxes	No	No	
Rain gardens	No	No	
Green roofs	No	No	
Pervious pavement/pavers	No	No	
Littoral zone plantings	No	No	
Living shorelines	No	No	
est Management Practices:	

			

Other B

Please indicate which resources or documents you used when answering these questions (check all that apply).

Asset management system	
GIS program	
MS4 permit application	
Aerial photos	
Past or ongoing budget investments	
Water quality projects	
Other(s):	

Paving, Grading, Drainage plans and CDD records.	

Part 3. The number of current and projected residents served calculated in 5-year increments (Section 403.9302(3)(b), F.S.)	
	
Counties and municipalities: Instead of requiring separate population projections, EDR will calculate the appropriate population
estimates for each municipality or the unincorporated area of the county. If your service area is less than or more than your local government’s population, please describe in the first text box provided below for part 4.0.	
	
Independent Special Districts:	
If an independent special district’s boundaries are completely aligned with a county or a municipality, identify that
jurisdiction here:	
Miami-Dade County	
	
Any independent special district whose boundaries do not coincide with a county or municipality must submit a GIS
shapefile with the current and projected service area. EDR will calculate the appropriate population estimates based on that map. Submission of this shapefile also serves to complete Part 4.0 of this template.	
	
Part 4.0 The current and projected service area for the stormwater management program or stormwater management system (Section 403.9302(3)(c),
F.S.)	
	
Rather than providing detailed legal descriptions or maps, this part of the template is exception-based. In this regard, if the
stormwater service area is less than or extends beyond the geographic limits of your jurisdiction, please explain.	

The current service area for the stormwater management program is the area of the CDD, 47.9 acres, and does not extend beyond the boundaries of the CDD.	
	
Similarly, if your service area is expected to change within the 20-year horizon, please describe the changes (e.g., the expiration of
an interlocal agreement, introduction of an independent special district, etc. ).	

The service area is not expected to change.	
	
Proceed to Part 5	

Part 5.0 The current and projected cost of providing services calculated in 5-year increments (Section 403.9302(3)(d), F.S.)

Given the volume of services, jurisdictions should use the template’s service groupings rather than reporting the current and projected cost of each individual service.
Therefore, for the purposes of this document, “services” means:	
1.	Routine operation and maintenance (inclusive of the items listed in Part 1.3 of this document, ongoing administration, and non-structural programs)	
2.	Expansion (that is, improvement) of a stormwater management system.	

Expansion means new work, new projects, retrofitting, and significant upgrades. Within the template, there are four categories of expansion projects.	
1.	Flood protection, addressed in parts 5.2 and 5.3… this includes capital projects intended for flood protection/flood abatement	
2.	Water quality, addressed in part 5.2 and 5.3… this includes stormwater projects related to water quality improvement, such as BMAPs; projects to benefit
natural systems through restoration or enhancement; and stormwater initiatives that are part of aquifer recharge projects	
3.	Resiliency, addressed in part 5.4… this includes all major stormwater initiatives that are developed specifically to address the effects of climate change, such as
sea level rise and increased flood events	
4.	End of useful life replacement projects, addressed in part 6.0… this includes major expenses associated with the replacement of aging infrastructure	

While numbers 3 and 4 have components that would otherwise fit into the first two categories, they are separately treated given their overall importance to the Legislature and other policymakers.

Expansion projects are further characterized as currently having either a committed funding source or no identified funding source. Examples of a committed funding source include the capacity to absorb the project’s capital cost within current budget levels or forecasted revenue growth; financing that is underway or anticipated (bond or loan); known state or federal funding (appropriation or grant); special assessment; or dedicated cash reserves for future expenditure.

All answers should be based on local fiscal years (LFY, beginning October 1 and running through September 30). Please use nominal dollars for each year, but include any expected cost increases for inflation or population growth. Please check the EDR website for optional growth rate schedules that may be helpful.

If you have more than 5 projects in a particular category, please use the "Additional Projects" tab. There, you can use dropdown lists to choose the project category and whether there is a committed funding source, then enter the project name and expenditure amounts.

Part 5.1 Routine Operation and Maintenance

Please complete the table below, indicating the cost of operation and maintenance activities for the current year and subsequent five-year increments throughout the 20- year horizon. Your response to this part should exclude future initiatives associated with resiliency or major expenses associated with the replacement of aging infrastructure; these activities are addressed in subparts 5.4 and 6.0. However, do include non-structural programs like public outreach and education in this category.

If specific cost data is not yet available for the current year, the most recent (2020-21) O&M value can be input into the optional growth rate schedules (available on EDR's website as an Excel workbook). The most recent O&M value can be grown using the provided options for inflation, population growth, or some other metric of your choosing. If the growth in your projected total O&M costs is more than 15% over any five-year increment, please provide a brief explanation of the major drivers.

Routine Operation and Maintenance	Expenditures (in $thousands)
	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
Operation and Maintenance Costs	24	128	143	161	181	
Brief description of growth greater than 15% over any 5-year period:	

Part 5.2 Future Expansion (Committed Funding Source)	
	
Please list expansion projects and their associated costs for the current year and subsequent five-year increments throughout the 20-year planning horizon. In this section, include stormwater system expansion projects or portions of projects with a committed funding source. If you include a portion of a project that is not fully funded, the
project’s remaining cost must be included in part 5.3, Expansion Projects with No Identified Funding Source.	
	
Though many, if not most, stormwater projects benefit both flood protection and water quality, please use your best judgment to either allocate costs or simply select the
primary purpose from the two categories below.	
	
5.2.1 Flood Protection (Committed Funding Source): Provide a list of all scheduled new work, retrofitting and upgrades related to flood protection/flood
abatement. Include infrastructure such as storage basins, piping and other conveyances, land purchases for stormwater projects, etc . Also include major hardware purchases such as vactor/jet trucks.	
	
5.2.2 Water Quality Projects (Committed Funding Source): Please provide a list of scheduled water quality projects in your jurisdiction, such as treatment
basins, alum injection systems, green infrastructure, water quality retrofits, etc., that have a direct stormwater component. The projected expenditures should reflect only those costs.	
	
●	If you are party to an adopted BMAP, please include the capital projects associated with stormwater in this table. Include BMAP project number, cost
to your jurisdiction, and year(s) that capital improvement costs are to be incurred. For reference, DEP publishes a complete list of adopted BMAP projects as an appendix in their Annual STAR Report.	
Expansion Projects with a Committed Funding Source	
5.2.1 Flood Protection		Expenditures (in $thousands)		
Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
N/A							

							
							
5.2.2 Water Quality		Expenditures (in $thousands)		
Project Name (or, if applicable, BMAP Project
Number or ProjID)	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
N/A						

Part 5.3 Future Expansion with No Identified Funding Source	
	
Please provide a list of known expansion projects or anticipated need(s) without formal funding commitments(s), formal pledges, or obligations. If you included a portion
of a project that was partially covered by a committed source in part 5.2 above, list the projects and their remaining costs below.	
	
5.3.1 Future Flood Protection with No Identified Funding Source: Please provide a list of future flood protection/flood abatement projects, associated land purchases, or major hardware purchases that are needed in your jurisdiction over the next 20 years. Future needs may be based on Master Plans, Comprehensive Plan Elements, Water Control Plans, areas of frequent flooding, hydrologic and hydraulic modeling, public safety, increased frequency of
maintenance, desired level of service, flooding complaints, etc.	

5.3.2 Future Water Quality Projects with no Identified Funding Source: Please provide a list of future stormwater projects needed in your jurisdiction over the next 20 years that are primarily related to water quality issues. Future needs may be based on proximity to impaired waters or waters with total maximum daily loads (TMDLs), BMAPs, state adopted Restoration Plans, Alternative Restoration Plans, or other local water quality needs.	
	
●	If you are party to an adopted BMAP, please list capital projects associated with stormwater. Include BMAP project number, cost to your jurisdiction,
and year(s) that capital improvement costs are to be incurred.	
		
●	List other future water quality projects, including those in support of local water quality goals as well as those identified in proposed (but not yet
adopted) BMAPs.	

Expansion Projects with No Identified Funding Source	
5.3.1 Flood Protection		Expenditures (in $thousands)		
Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
N/A							

							
							
5.3.2 Water Quality		Expenditures (in $thousands)		
Project Name (or, if applicable, BMAP Project
Number or ProjID)	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
N/A						

Please indicate which resources or documents you used to complete table 5.3 (check all that apply).	
	Stormwater Master Plan	
	Basin Studies or Engineering Reports	
	Adopted BMAP	
	Adopted Total Maximum Daily Load	
	Regional or Basin-specific Water Quality Improvement Plan or Restoration Plan	
	Specify:		
	Other(s):		

Part 5.4 Stormwater projects that are part of resiliency initiatives related to climate change

Please list any stormwater infrastructure relocation or modification projects and new capital investments specifically needed due to sea level rise, increased flood events,
or other adverse effects of climate change. When aggregating, include O&M costs for these future resiliency projects and investments in this table (not in part 5.1). If your jurisdiction participates in a Local Mitigation Strategy (LMS), also include the expenditures associated with your stormwater management system in this category (for example, costs identified on an LMS project list).

Resiliency Projects with a Committed Funding Source	Expenditures (in $thousands)
Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
N/A						

						
						
Resiliency Projects with No Identified Funding Source	Expenditures (in $thousands)
Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
N/A						

						

Has a vulnerability assessment been completed for your jurisdiction’s storm water system?	No	

●

If no, how many facilities have been assessed?	N/A	

Does your jurisdiction have a long-range resiliency plan of 20 years or more?	No	

●

If yes, please provide a link if available:		

If no, is a planning effort currently underway?	No	

Part 6.0 The estimated remaining useful life of each facility or its major components (Section 403.9302(3)(e), F.S.)

Rather than reporting the exact number of useful years remaining for individual components, this section is constructed to focus on infrastructure components that are targeted for replacement and will be major expenses within the 20-year time horizon. Major replacements include culverts and pipe networks, control structures, pump stations, physical/biological filter media, etc . Further, the costs of retrofitting when used in lieu of replacement (such as slip lining) should be included in this part. Finally, for the purposes of this document, it is assumed that open storage and conveyance systems are maintained (as opposed to replaced) and have an unlimited service life.

In order to distinguish between routine maintenance projects and the replacement projects to be included in this part, only major expenses are included here. A major expense is defined as any single replacement project greater than 5% of the jurisdiction’s total O&M expenditures over the most recent five-year period (such as a project in late 2021 costing more than 5% of the O&M expenditures for fiscal years 2016-2017 to 2020-2021).

If you have more than 5 projects in a particular category, please use the "Additional Projects" tab. There, you can use dropdown lists to choose the project category and whether there is a committed funding source, then enter the project name and expenditure amounts.

End of Useful Life Replacement Projects with a Committed Funding Source
Expenditures (in $thousands)
Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
N/A						

						
						
End of Useful Life Replacement Projects with No Identified Funding Source
Expenditures (in $thousands)
Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
N/A						

						

Part 7.0 The most recent 5-year history of annual contributions to, expenditures from, and balances of any capital account for maintenance or expansion of any facility or its major
components. (Section 403.9302(3)(f), F.S.)	
	
	This part of the template also addresses a portion of s. 403.9302(3)(g), F.S., by including historical expenditures. Many local governments refer to these as “actual”
expenditures.		
	
	Consistent with expenditure projections, the jurisdiction’s actual expenditures are categorized into routine O&M, expansion, resiliency projects, and replacement of aging infrastructure. Additionally, the table includes space for reserve accounts. EDR’s interpretation of subparagraph 403.9302(3)(f), F.S., is that “capital account” refers to any
reserve account developed specifically to cover future expenditures.		
	
	Note that for this table:		
	●	Expenditures for local fiscal year 2020-21 can be estimated based on the most current information if final data is not yet available.		
	●	Current Year Revenues include tax and fee collections budgeted for that fiscal year as well as unexpended balances from the prior year (balance forward or
carry-over) unless they are earmarked for the rainy day or a dedicated reserve as explained in the following bullets.		
	●	Bond proceeds should reflect only the amount expended in the given year.		
	●	A reserve is a dedicated account to accumulate funds for a specific future expenditure.		
	●	An all-purpose rainy day fund is a type of working capital fund typically used to address costs associated with emergencies or unplanned events.		
	
	The sum of the values reported in the "Funding Sources for Actual Expenditures" columns should equal the total "Actual Expenditures" amount. The cells in the "Funding
Sources for Actual Expenditures" section will be highlighted red if their sum does not equal the "Actual Expenditures" total.		
	
	If you do not have a formal reserve dedicated to your stormwater system, please enter zero for the final two reserve columns.		

Routine O&M
	Total	Funding Sources for Actual Expenditures		
	
Actual Expenditures	Amount Drawn from Current
Year Revenues	Amount Drawn from Bond
Proceeds	Amount Drawn from Dedicated
Reserve	Amount Drawn from All-Purpose
Rainy Day Fund		Contributions to Reserve Account	Balance of Reserve Account	
2016-17	13,790	13,790							
2017-18	17,580	17,580							
2018-19	21,285	21,285							
2019-20	23,405	23,405							
2020-21	23,955	23,955							

Expansion
	Total	Funding Sources for Actual Expenditures		
	
Actual Expenditures	Amount Drawn from Current
Year Revenues	Amount Drawn from Bond
Proceeds	Amount Drawn from Dedicated
Reserve	Amount Drawn from All-Purpose
Rainy Day Fund		Contributions to Reserve Account	Balance of Reserve Account	
2016-17	0								
2017-18	0								
2018-19	0								
2019-20	0								
2020-21	0								

Resiliency
	Total	Funding Sources for Actual Expenditures		
	
Actual Expenditures	Amount Drawn
from Current Year Revenues	Amount Drawn
from Bond Proceeds	Amount Drawn
from Dedicated Reserve	Amount Drawn
from All-Purpose Rainy Day Fund		Contributions to Reserve Account	Balance of Reserve Account	
2016-17	0								
2017-18	0								
2018-19	0								
2019-20	0								
2020-21	0								

Replacement of Aging Infrastructure
	Total	Funding Sources for Actual Expenditures		
	
Actual Expenditures	Amount Drawn from Current
Year Revenues	Amount Drawn from Bond
Proceeds	Amount Drawn from Dedicated
Reserve	Amount Drawn from All-Purpose
Rainy Day Fund		Contributions to Reserve Account	Balance of Reserve Account	
2016-17	0								
2017-18	0								
2018-19	0								
2019-20	0								
2020-21	0								

Part 8.0 The local government's plan to fund the maintenance or expansion of any facility or its major components. The plan must include historical and estimated future revenues
and expenditures with an evaluation of how the local government expects to close any projected funding gap (Section 403.9302(3)(g), F.S.)	

In this template, the historical data deemed necessary to comply with s. 403.9302(3)(g), F.S., was included in part 7.0. This part is forward looking and includes a funding gap calculation. The first two tables will be auto-filled from the data you reported in prior tables. To do this, EDR will rely on this template’s working definition of projects with committed funding sources, i.e., EDR assumes that all committed projects have committed revenues. Those projects with no identified funding source are considered to be unfunded. EDR has automated the calculation of projected funding gaps based on these assumptions.		
	
	Committed Funding Source	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42		
	Maintenance	128	143	161	181		
	Expansion	0	0	0	0		
	Resiliency	0	0	0	0		
	Replacement/Aging Infrastructure	0	0	0	0		
	Total Committed Revenues (=Total Committed Projects)	128	143	161	181		
	
	No Identified Funding Source	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42		
	Maintenance	0	0	0	0		
	Expansion	0	0	0	0		
	Resiliency	0	0	0	0		
	Replacement/Aging Infrastructure	0	0	0	0		
	Projected Funding Gap (=Total Non-Committed Needs)	0	0	0	0		
	
	For any specific strategies that will close or lessen a projected funding gap, please list them in the table below. For each strategy, also include the
expected new revenue within the five-year increments.		
	
	Strategies for New Funding Sources	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42		

							

	Total	0	0	0	0		
	
	Remaining Unfunded Needs	0	0	0	0		

Additional Table Rows

Choose from the drop-down lists for Project Type and Funding Source Type, then fill in the project name and expenditure estimates.	
Rows that are highlighted RED are either missing information in a "Project & Type Information" column or have zero expenditures.	
Link to aggregated table to crosscheck category totals and uncategorized projects.		

Project & Type Information	Expenditures (in $thousands)	
Project Type
(Choose from dropdown list)	Funding Source Type
(Choose from dropdown list)	Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	

								

								

								

								

								

								

								

								

								

								

								

Project & Type Information	Expenditures (in $thousands)	
Project Type
(Choose from dropdown list)	Funding Source Type
(Choose from dropdown list)	Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	

								

								

								

								

								

								

								

								

								

								

								

								

								

Project & Type Information	Expenditures (in $thousands)	
Project Type
(Choose from dropdown list)	Funding Source Type
(Choose from dropdown list)	Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	

								

								

								

								

								

								

								

								

								

								

								

								

								

Project & Type Information	Expenditures (in $thousands)	
Project Type
(Choose from dropdown list)	Funding Source Type
(Choose from dropdown list)	Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	

								

								

								

								

								

								

								

								

								

								

								

								

								

Project & Type Information	Expenditures (in $thousands)	
Project Type
(Choose from dropdown list)	Funding Source Type
(Choose from dropdown list)	Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	

								

								

								

								

								

								

								

								

								

								

								

								

								

Project & Type Information	Expenditures (in $thousands)	
Project Type
(Choose from dropdown list)	Funding Source Type
(Choose from dropdown list)	Project Name	LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	

								

								
	
Project & Type Information	Expenditures	
Project Type	Funding Source Type		LFY 2021-2022	2022-23 to
2026-27	2027-28 to
2031-32	2032-33 to
2036-37	2037-38 to
2041-42	
Expansion Projects, Flood Protection	Committed Funding Source	Aggregated Total	0	0	0	0	0	
Expansion Projects, Water Quality	Committed Funding Source	Aggregated Total	0	0	0	0	0	
Resiliency Projects	Committed Funding Source	Aggregated Total	0	0	0	0	0	
End of Useful Life Replacement Projects	Committed Funding Source	Aggregated Total	0	0	0	0	0	
Expansion Projects, Flood Protection	No Identified Funding Source	Aggregated Total	0	0	0	0	0	
Expansion Projects, Water Quality	No Identified Funding Source	Aggregated Total	0	0	0	0	0	
Resiliency Projects	No Identified Funding Source	Aggregated Total	0	0	0	0	0	
End of Useful Life Replacement Projects	No Identified Funding Source	Aggregated Total	0	0	0	0	0	
	
Total of Projects without Project Type and/or Funding Source Type	0	0	0	0	0	

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EXHIBIT 1

5/11!2022P:\070804 - Sliver Palms COD (Yearly Report)\2022 Report\001-CADO\EXHIBIT-02.dgn	Page 61

MEMORANDUM

TO:	District Manager

FROM:	Billing, Cochran, Lyles, Mauro & Ramsey, P.A. District Counsel

DATE:	July 7, 2022

RE:	2022 Legislative Update

As District Counsel, throughout the year we continuously monitor pending legislation that may be applicable to the governance and operation of our Community Development District and other Special District clients. It is at this time of year that we summarize those legislative acts that have become law during the most recent legislative session, as follows:

Chapter 2022 – 220, Laws of Florida (HB 7055). The legislation prohibits state agencies and local governments from paying or otherwise complying with a ransomware incident and establishes penalties and fines for certain ransomware offenses against a government entity1. The law provides that a ransomware offense is punishable as a first degree felony. The legislation further provides that an employee or contractor of a government entity, with access to the government entity’s network, who willfully and knowingly aids or abets another in the commission of a ransomware offense against the government entity commits a felony of the first degree. The law defines the severity level of a cybersecurity incident in accordance with the National Cyber Incident Response Plan. State agencies and local governments must report all ransomware incidents and high severity level cybersecurity incidents to the Cybersecurity Operations Center and the Cybercrime Office within the Florida Department of Law Enforcement as soon as possible, but no later than 12 hours after the discovery of the incident. Local Governments must also report the incident to the local sheriff’s office. The legislation requires state agency and local government employees to undergo certain cybersecurity training within 30 days of employment and annually thereafter. The law requires local governments to adopt cybersecurity standards that safeguard the local government’s data, information technology (IT), and IT resources. Counties with a population less than 75,000 and municipalities with a population less than 25,000 must adopt the standards by January 1, 2025. The legislation expands the purpose of the Cybersecurity Advisory Council (CAC) to include advising local governments on cybersecurity and requires the CAC to examine reported cybersecurity and ransomware incidents to develop best practice recommendations. The effective date of this act is July 1, 2022.

Chapter 2022 – 221, Laws of Florida (HB 7057). The legislation provides a general public record exemption in ch. 119, F.S., for the following information held by an agency:

1 The bill defines the term “government entity” to mean any official, officer, commission, board, authority, council, committee, or department of the executive, judicial, or legislative branch of state government; state universities; and any county or municipality, special district, water management district, and any other district in this state.

Coverage limits and deductible or self-insurance amounts of insurance or other risk mitigation coverages acquired for the protection of IT systems, operational technology systems, or data of an agency.
Information relating to critical infrastructure.
Network schematics, hardware and software configurations, or encryption information or information that identifies detection, investigation, or response practices for suspected or confirmed cybersecurity incidents.
Cybersecurity incident information reported pursuant to Sections 282.318 or 282.3185, F.S.

The law also creates a public meeting exemption for any portion of a meeting that would reveal confidential and exempt information; however, any portion of an exempt meeting must be recorded and transcribed. The recording and transcript are confidential and exempt from public record requirements. The legislation provides for release of the confidential and exempt information in certain instances and authorizes agencies to report information about cybersecurity incidents in an aggregate format. The law provides for repeal of the exemptions on October 2, 2027, unless reviewed and saved from repeal by the Legislature, and provides a public necessity statement as required by the Florida Constitution. The effective date of this act is July 1, 2022.

Chapter 2022 – 140, Laws of Florida (HB 7001). In 2018, the electorate of Florida amended the state constitution to prohibit lobbying by certain public officers both during public service and for a six-year period after leaving public office. This legislation implements the new constitutional public officer lobbying prohibitions. The prohibitions address lobbying on issues of policy, appropriations, or procurement before the federal government, the legislature, any state government body or agency, or any political subdivision. It provides that the prohibitions apply to persons in public office on or after December 31, 2022. It authorizes the Commission on Ethics (Commission) to investigate and determine violations of the new prohibitions. The bill provides a range of penalties for violations and directs the Commission to report post-service lobbying violations and recommended punishment to the Governor for imposition of penalties. The prohibitions affect the following officers:

Statewide elected officers;
Members of the Legislature;
County commissioners;
Constitutional county officers and county charter officers;
School board members;
School superintendents;
Elected municipal officers,
Elected special district officers in special districts with ad valorem taxing authority; and
Secretaries, executive directors, and other administrative heads of executive branch departments.

The effective date of this act is December 31, 2022.

Chapter 2022 – 97, Laws of Florida (HB 7071). The legislation provides for a number of tax reductions and other tax-related modifications designed to directly impact both families and businesses. Of interest to Special Districts is the provision that provides tax relief to parcel owners affected by a sudden and unforeseen collapse of a residential building. The law requires the tax collector to abate all taxes and non-ad valorem assessments for the year in which the destruction occurred, and the property appraiser must notify the owners of the abatement. The condition of the residential improvement on January 1 of the year the property was destroyed must have been in such a state that the residential improvement had no value due to a latent defect of the property not readily discernable by inspection. Parcel owners whose property tax is abated are not required to make a payment and property appraisers and tax collectors are prohibited from issuing tax notices. The legislation requires tax collectors to refund tax payments made for taxes levied in the year of collapse. The law requires value adjustment boards to dismiss petitions from parcel owners challenging the value of the parcel for the year of the collapse. The legislation also provides for the following sales tax holidays:

Back to School July 25 to August 7
Disaster Preparedness May 28 to June 10
Energy Star Appliances September 1 to February 28
Freedom Week2 July 1 to July 7
Tools used by Skilled Trade Workers September 3 to September 9
Diapers July 1, 2022 to June 30, 2023
Baby and Toddler Clothing July 1, 2022 to June 30, 2023
Children’s Books May 14 to August 14
Impact resistant Windows and Doors July 1, 2022 to June 30, 2024

Section 197.3195, Florida Statutes, as created by this act, applies retroactively to January 1, 2021. The effective date of this legislation is July 1, 2022.

Chapter 2022 – 83, Laws of Florida (HB 1411). The legislation promotes the use of floating solar facilities by requiring local governments to allow these facilities as a permitted use under certain conditions and to amend its land development regulations to promote the use of floating solar. Floating solar is a concept that refers to any type of solar array that floats atop a body of water. The legislation defines “floating solar facility” as a solar facility, as defined in s. 163.3205(2), F.S., which is located on wastewater treatment ponds, abandoned limerock mine areas, stormwater treatment ponds, reclaimed water ponds, or other water storage reservoirs. Under the law, counties and municipalities may adopt ordinances specifying buffer and landscaping requirements for floating solar facilities, however, such requirements may not exceed the requirements for similar uses involving the construction of other solar facilities that are permitted uses in agricultural land use categories and zoning districts. The effective date of this legislation is July 1, 2022.

Chapter 2022 – 202, Laws of Florida (HB 967). The legislation requires the turfgrass science program at the University of Florida Institute of Food and Agricultural Sciences

2 Specified admissions (live music events, live sporting events, movie theater tickets, gym access, entry to fairs and festivals, etc.) and items related to recreational activities.

(UF/IFAS), in coordination with the Department of Environmental Protection (DEP), to administer certification for golf course best management practices (BMPs) in order to provide a means of documenting and ensuring compliance with BMPs for fertilizer application to golf courses. The law requires UF/IFAS to provide training and testing certification programs and to issue certificates demonstrating completion of such programs. The certification expires four years after the date of issuance, and recertification is available if an applicant completes continuing education. Persons certified in golf course BMPs are exempt from additional local training and from local ordinances relating to water and fertilizer use, blackout periods, or restrictions unless a state of emergency is declared. The legislation encourages UF/IFAS to create a registry of persons certified on its website. The effective date of this legislation is July 1, 2022.

Chapter 2022 – 103, Laws of Florida (HB 7049). The legislation gives a governmental agency the option to publish its legal notices on the publicly accessible website of the county in which it lies instead of in a printed newspaper or on a newspaper’s website if doing so would cost less than publishing legal notices in a newspaper. The law requires a special district spanning the geographic boundaries of more than one county and opting to publish legal notices on a publicly accessible website to publish its legal notices on the publicly accessible website of each county within its boundaries. A link to legal notices published on a publicly accessible website must be conspicuously placed on or accessible through a direct link from the (1) publicly accessible website’s homepage; and (2) the homepage of the website of each governmental agency publishing legal notices online. A governmental agency publishing legal notices on a publicly accessible website must (1) give notice in a newspaper or in a mailed or delivered publication, at least annually, that property owners and residents may receive legal notices from the governmental agency by first-class mail or e-mail upon registering with the agency; and (2) maintain a registry of property owners and residents who request in writing to receive legal notices from the governmental agency by mail or e-mail. The effective date of this act is January 1, 2023.

Chapter 2022 – 216, Laws of Florida (HB 1057). The legislation provides that when an agency is determining whether a vendor is a responsible vendor, an agency may establish financial stability criteria and require a vendor to demonstrate its financial stability. If an agency requires a vendor to demonstrate its financial stability during the competitive solicitation process, the agency must accept any of the following documents as evidence of the vendor’s financial stability:

Audited financial statements that demonstrate the vendor’s satisfaction of financial stability criteria.
Documentation of an investment grade rating from a credit rating agency designated as a nationally recognized statistical rating organization by the Securities and Exchange Commission.
For a vendor with annual revenues exceeding $1 billion, a letter containing a written declaration issued by the chief financial officer or controller attesting that the vendor is financially stable and meets the definition of financial stability.
For a vendor with annual revenues of $1 billion or less, documentation, based on criteria established by the agency, evidencing that the vendor is financially stable and meets the definition of financial stability. The criteria established by the agency must be reasonably related to the value of the contract and may not include audited financial statements.

The law does not prohibit agencies from accepting additional documentation as evidence of financial stability and it does not preclude an agency from requiring a performance bond for the duration of the contract, when appropriate. The legislation defines the term “financial stability” to mean, at a minimum, having adequate income and capital and the capacity to efficiently allocate resources, assess and manage financial risks, and maintain financial soundness through the term of the contract. The legislation is effective upon becoming law.

Chapter 2022 – 190, Laws of Florida (SB 1062). The relevant portion of this legislation provides that service of process against any municipal corporation, agency, board, commission, department, subdivision of the state or any county that has a governing board, council, or commission or which is a body corporate must be served on the registered agent. However, if the entity does not have a registered agent, or if the registered agent cannot be served after one good faith attempt, the entity must be served:

On the president, mayor, chair, or other head thereof, and in the absence of the aforementioned;
On the vice president, vice mayor, or vice chair, and in the absence of the aforementioned;
On any member of the governing board, council, or commission, the manager of the governmental entity, or an in-house attorney for the governmental entity, and in the absence of the aforementioned;
On any employee of the governmental entity at the main office of the governmental entity.

The effective date of this legislation is January 2, 2023.

Chapter 2022 – 76, Laws of Florida (SB 882). The legislation requires each of the state’s five regional water management districts (WMD), as part of its district water management plan and in cooperation with local governments, to develop a list of critical wetlands to be acquired using funds from the Land Acquisition Trust Fund. The WMD must consider the following criteria in designating a wetland for inclusion on the list:

The ecological value of the wetland as determined by the physical and biological components of the environmental system;
The effect of the wetland on water quality and flood mitigation;
The ecosystem restoration value of the wetland; and
The inherent susceptibility of the wetland to development due to its geographical location or natural aesthetics.

The law requires that before adopting or amending its list of critical wetlands, each WMD must notify property owners whose property the WMD is contemplating including on the list. A property owner who wishes to remove their property from the list must submit a letter to the WMD requesting such removal and sufficiently identifying the property. The WMD must approve the removal if those requirements are met. The effective date of this act is July 1, 2022.

Chapter 2022 – 121, Laws of Florida (SB 518). The legislation amends s. 163.045, F.S., to clarify that a local government may not burden a property owner’s rights to prune, trim, or remove trees on his or her own residential property if the tree “poses an unacceptable risk” to

persons or property and the property owner possesses “documentation” from a landscape architect or certified arborist. A tree poses an “unacceptable risk” if removal is the only means of practically mitigating the risk below “moderate.” The law also adds definitions for the terms “documentation” and “residential property.” The definition for “documentation” requires that an onsite assessment be made in a certain manner by a specified type of certified arborist or architect. The bill defines “residential property” as a single-family detached building located on a lot that is actively used for single-family residential purposes. The effective date of this act is July 1, 2022.

Chapter 2022 – 89, Laws of Florida (HB 7053). To assist local governments in resilience planning, this legislation creates the Resilient Florida Grant Program (grant program), which authorizes the Department of Environmental Protection (DEP) to provide grants to a city or county to fund the costs of community resilience planning. In addition, the law directs DEP to develop an annual Statewide Flooding and Sea Level Rise Resilience Plan (plan), which consists of a list of ranked projects submitted by cities and counties that address risks posed by flooding and sea-level rise. With respect to the plan, the legislation requires DEP to rank and include in the plan all eligible projects that were submitted for the plan and to include a detailed narrative overview describing how the plan was developed. The bill authorizes special districts that are responsible for the management and maintenance of inlets and intracoastal waterways or for the operation and maintenance of a potable water facility, a wastewater facility, an airport, or a seaport facility to submit projects for inclusion in the plan. This act is effective July 1, 2022.

Chapter 2022 – 266, Laws of Florida (SB 4-C). This legislation dissolves all independent special districts established by a special act prior to the ratification of the Florida Constitution on November 5, 1968, if those districts have not been reestablished, re-ratified, or otherwise reconstituted by special act or general law after such date. Such special districts will be dissolved effective June 1, 2023. The following six districts appear to operate pursuant to a charter, which predates the 1968 Florida Constitution and was not reestablished, re-ratified, or otherwise reconstituted by a special act or general law after November 5, 1968:

Bradford County Development Authority (Bradford County)
Sunshine Water Control District (Broward County)
Eastpoint Water and Sewer District (Franklin County)
Hamilton County Development Authority (Hamilton County)
Reedy Creek Improvement District (Orange and Osceola Counties)
Marion County Law Library (Marion County)

The law allows an independent special district affected by the bill to be re-established on or after June 1, 2023, pursuant to the requirements and limitations of ch. 189 F.S. When there is a dissolution of a special district government, the special district transfers the title to all property owned by the preexisting special district to the local general-purpose government, either a county or municipality, which shall also assume all indebtedness of the preexisting special district. This act is effective July 1, 2022.

For convenience, we have included copies of the legislation referenced in this memorandum. We request that you include this memorandum as part of the agenda packages for upcoming meetings of the governing boards of those special districts in which you serve as the

District Manager and this firm serves as District Counsel. For purposes of the agenda package, it is not necessary to include the attached legislation, as we can provide copies to anyone requesting the same. Copies of the referenced legislation are also accessible by visiting this link: http://laws.flrules.org/.