1855 Indian Road, Suite 202	(561)	242-0028	
West Palm Beach, FL33409	Fax	242-0109	
stormj@fdn.com			

April 28, 2014

Jason Pierman
Special District Services, Inc. The Oaks Center
2501A Burns Road
Palm Beach Gardens, FL 33410 -5204

RE:	Wyndam Park Community Development District - 2014 SJE Project #07018

Dear Mr. Pierman;

This annual letter report was prepared to meet the requirements of the Trust Indenture. This report focuses on the facilities under the responsibility of the Wyndam Park CDD. The vast majority of focus is regarding the surface water management and drainage system. There are numerous notations but there are no eminent health, safety, or welfare issues noted.
See attachments for aerials and drainage schematics, overall map, drainage structure photographs and permitted drainage plans.

Introduction
Wyndam Park CDD is located in Section 11, Township 44S, Range 42E in Palm Beach County, Florida. The District is comprised of two platted areas in Victoria Woods: plat III-B and plat 4, see attached overall map.
Plat 4as it is currently developed was replatted to subdivide the land into more parcels than originally permitted. This replat is available from Palm Beach County as recorded on July 22, 2003 in plat book 99, pages 117-123. There are 158 single-family homes in plat 4. The surface water management and drainage plans were designed and approved based on the original plat. The drainage system was built and with some modifications adapted to the replat. The drainage structure numbers referred to herein are as designated on the original design as these structures are identified as “existing” on the revised plans and do not have another descriptor. In addition, the east west storm run on the south is not directly through the valley gutter inlets, this run is through an adjacent manhole system south of the inlets. Drainage schematics are attached for clarity, see sheets 1 and 2.
Plat III-B is comprised of a 70 unit single-family residential section, a 9 unit single-family residential section (for a total of 79 single family lots), and a 104 unit townhome section. The plat is available from Palm Beach County as recorded on February 25, 2004 in plat

Jason Pierman	2	April 28, 2014

book 101, pages 78-88. The drainage system is also presented on 2009 aerials for consistency, see sheets 3 and 4.
Incorporated in both plats drainage plans are lakes and preserves. These areas were not replated for plat 4, only the lots were replated.
This is a gated community with a single access entrance off of Summit Boulevard. The District is on the south side of Summit Boulevard about 0.5 miles west of Haverhill Road and about 0.5 miles east of Jog Road. There are separate drainage systems for plat 4 and Plat III-B. Plat 4 stormwater is collected via a storm inlet system along the roads and backs of lots and directed to a lake in the southeast corner of Victoria Woods. Victoria Woods is the overall development with plats 4 and III-B being parts of the overall development. Plat III-B stormwater is collected via a storm inlet system along the roads, from preserves, and a small portion of land north of the townhomes and south of Summit Boulevard.
The field observations are divided into 3 sections below for purposes of this report. Followed by the observation section are two other sections: other issues and a summary section with recommendations.

Observations
The general procedure consisted in locating every visible structure and recording the external physical conditions of the drainage structure. At least two digital photographs were taken at every drainage structure. These photographs implement Global Positing System (GPS) coordinates and are available upon request. All inlets were visually observed by looking through the grates. No inlet grates were removed and no manhole covers were removed, therefore internal condition of the manhole drainage pipe and water level could not be verified. Most pipes in the inlets were below water level therefore not visible. The general condition of the inlets, lakes, and to a lesser extent preserves were observed.

Plat 4
Two hundred photos were taken of the plat 4 drainage system including lake, lake slopes and control structure, see attached. The structure numbering system is as per the original design plans by Canterbury Engineering, Inc. as retrieved from SFWMD files. A schematic of this revised drainage system on a 2009 aerial is attached to assist the reader, see sheets 1 and 2. The following is a table that summarizes the observations for Plat 4 Drainage System. Unless noted below all structures were in good condition, they were free of debris or obstructions, and needed no immediate attention.

Report042814Ltr
07018

Jason Pierman	3	April 28, 2014

Table 1: Observation Summary for Plat IV Victoria Woods Drainage System.

Inlet #	Picture ID	Observation	
D0S2	DSCN0667.JPG	Vegetation around inlet contributes to but is not in plat	
D1	DSCN0678.JPG	Some Floating Debris	
D2	DSCN0672.JPG	Inside inlet shows signs of turbidity	
D4	DSCN0679.JPG	Grass growing along inlet	
D5	DSCN0689.JPG	Inlet covered by dried leaves, turbid water, inlet needs clearing	
D6	DSCN0696.JPG	Minor Debris Around Inlet	
D47	DSCN0699.JPG	Not Visible and/or Obstructed	
D40	DSCN0709.JPG	Inlet covered by dried leaves, inlet needs clearing	
D46	DSCN0722.JPG	Outfall Headwall Located, some litter	
D29	DSCN0741.JPG	Turbid Water, Floating Debris	
D25	DSCN0764.JPG	Inlet has Turbid Water, debris	
D26	DSCN0766.JPG	Inlet has Turbid Water, debris	
A	DSCN0768.JPG	Inlet covered by dried leaves, turbid water, inlet needs clearing	
D27	DSCN0000.JPG	Not Visible and/or Obstructed	
C	DSCN0750.JPG	Turbid water, inlet needs clearing	
D24	DSCN0777.JPG	Floating debris, needs clearing	
D23	DSCN0780.JPG	Some debris	
D45	DSCN0816.JPG	Inlet covered by dried leaves, turbid water, inlet needs clearing	
D19	DSCN0815.JPG	Some debris	
D10	DSCN0801.JPG	Minor debris	
D8	DSCN0805.JPG	Some debris	
D12	DSCN0797.JPG	Inlet grate shows signs of wear/ rust	
D11	DSCN0809.JPG	Inlet covered by dried leaves, turbid water and debris, inlet needs clearing	
D15	DSCN0792.JPG	Grass growing along inlet	
D20	DSCN0859.JPG	Not Visible and/or Obstructed	
Note: Most inlets were marked with a blue paint dot.

Report042814Ltr
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Jason Pierman	4	April 28, 2014

Plat 3-B Rambler Rose Way and Winding Rose Way
Twenty-seven photos were taken of this section of the plat 3-B drainage system and control structure, see attached. The structure numbering system is as per the design plans by Schnars Engineering Corporation as retrieved from SFWMD files. A schematic of this drainage system is attached to assist the reader, see sheet 3. Unless noted below all structures were in good condition, they were free of debris or obstructions, and needed no immediate attention. Lake and above water slope is in good condition and well maintained. The following is a table that summarizes the observations for Plat 3-B Rambler Rose Way and Winding Rose Way Drainage System.

Table 1: Observation Summary for Plat 3-B Rambler Rose Way and Winding Rose Way Drainage System.

Inlet #	Picture ID	Observation	
D46	DSCN0649.JPG	Headwall Located	
D47CS	DSCN0647.JPG	Some floating debris in Control Structure, seems ok	
D45	DSCN0654.JPG	Not Visible and/or Obstructed	
D40	DSCN0659.JPG	Minor Debris	
D41	DSCN0660.JPG	Minor Debris	
Note: Many inlets were marked with a blue paint dot.

   Plat 3-B Townhomes and Cul-de-Sac.
Eighty-one photos were taken of this section of the plat 3-B drainage system and lake, see attached. The structure numbering system is as per the design plans by Schnars Engineering Corporation as retrieved from SFWMD files. A schematic of this drainage system is attached to assist the reader see sheets 3 and 4. Unless noted below all structures were in good condition, they were free of debris or obstructions, and needed no immediate attention. The littoral areas are in good condition and the lake maintenance area above the control elevation is in good condition. The following is a table that summarizes the observations for Plat 3-B Townhomes and Cul-de-Sac Drainage System.

Report042814Ltr
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Jason Pierman	5	April 28, 2014

Table 3: Observation Summary for IIIB Townhomes and Cul-de-Sac Drainage System.

Inlet #	Picture ID	Observation	
D18	DSCN0570.JPG	Not Visible and/or Obstructed	
D6	DSCN0574.JPG	Inlet blocked by vegetation, needs to be cleared out	
D9	DSCN0578.JPG	Not Visible and/or Obstructed	
D13	DSCN0590.JPG	Not Visible and/or Obstructed	
D24	DSCN0595.JPG	Not Visible and/or Obstructed	
D27	DSCN0605.JPG	Minor Mulch around inlet, needs to be cleared out	
D30	DSCN0601.JPG	Not Visible and/or Obstructed	
D32	DSCN0612.JPG	Not Visible and/or Obstructed	
D36	DSCN0620.JPG	Not Visible and/or Obstructed	
D37	DSCN0628.JPG	Minor Signs of debris, needs to be cleared out	
D39	DSCN0632.JPG	Not Visible and/or Obstructed	
Note: inlets were marked with a blue paint dot.

Report042814Ltr
07018

Jason Pierman	6	April 28, 2014

Other Issues
There are some areas in valley gutters that have localized low spots along with some normal cracking. The roadways are showing normal wear with age.
Summary and Recommendations
The drainage and surface water management systems of Wyndam Park Community Development District are generally in very good condition. There are no eminent health, safety or welfare issues noted herein. There may be areas below the water where slopes exceed criteria but this cannot be verified without a survey or until waiting for water levels to recede. Recommendations are as follows:
Table 4: Summary of Recommendation for Plat 4 & III-B

Inlet #	Picture ID	Recommendations	
D2	DSCN0672.JPG	Educate public about illegal dumping in inlets	
D4	DSCN0679.JPG	Landscaping Maintenance	
D5	DSCN0689.JPG	This inlet requires maintenance service as grate is obstructed by dry leaves and it is exposed to debris dumping	
D40	DSCN0709.JPG	Landscaping Maintenance	
D46	DSCN0722.JPG	Educate public about illegal dumping in lakes, requires maintenance	
D29	DSCN0741.JPG	Educate public about illegal dumping in inlets	
D25	DSCN0764.JPG	Educate public about illegal dumping in inlets	
D26	DSCN0766.JPG	This inlet contains a plastic rod and other floatables, needs to cleaned	
A	DSCN0768.JPG	This inlet requires maintenance service as grate is obstructed by dry leaves and it is exposed to debris dumping	
C	DSCN0750.JPG	This inlet needs to be cleaned. Educate public about illegal dumping in inlets	
D45	DSCN0816.JPG	This inlet requires maintenance service as grate is obstructed by dry leaves and it is exposed to debris dumping	
D12	DSCN0797.JPG	This inlet contains a plastic and/or other floatables, needs to cleaned	
D11	DSCN0809.JPG	This inlet requires maintenance service as grate is obstructed by dry leaves and it is exposed to debris dumping	
D15	DSCN0792.JPG	Landscaping Maintenance	
D47CS	DSCN0647.JPG	Structure requires maintenance as walls need to be cleaned (III‐B)	
D6	DSCN0574.JPG	Minor Maintenance / Cleaning (III‐B)	
D27	DSCN0605.JPG	Landscaping Maintenance (III‐B)	
D37	DSCN0628.JPG	Minor Maintenance / Cleaning (III‐B)	

Report042814Ltr
07018

Jason Pierman	7	April 28, 2014

ATTACHMENTS

Wyndam Park Community Development District - Overall Map.

StormwaterJ Engineering Surface Water Management System Schematics - Sheets 1 through 4 on 2009 Aerials.

Photos of Plat 4 Drainage System.

Photos of Plat 111-B Drainage System - Rose Ways.

Photos of Plat 111-B Drainage System - Townhomes.

Drainage Plans -  Plat 4.

Drainage Plans - Rose Ways.

Drainage Plans- Townhomes.

Report042814Ltr
07018

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DESCRIPTION
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CONTRACTOR TO REMOVE EXISTING CULVERT EXTENDING WEST FROM THE INLET AND PLUG THE STRUCTURE WITH BRICI< AND MORTAR.

INLET D-11 GRATE TO BE ADJUSTED TO MATCH PROPOSED ELEVATION,

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81	5'

UPON FUTURE DEVELOPMENT OF EACH INDIVIDUAL LOT, EACH LOT MUST BE FILLED AND GRADED AS NEEDED TO ESTABLISH SURFACE DRAINAGE PATTERNS CONSISTENT WITH THE DESIGN AS SET FORTH IN THESEPLANS AND SPECIFICATIONS.
PER PlAN, MINIMUM BUILDING FINISHED FLOOR  EL = :?0.25.
PER SFWMD PERMIT # 5D-D1343-S, MINIMUM BUILDING FINISHED FLOOR ELEVATION = 20,0 NGVD; MINIMUM ROAD CROWN ELEVATION c 18.0 NGVD.

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Al'PROVrn	B.C

08.16.96

	
	
: 4(J10 4 OF 8
SHEET NUMU[R
9601
l'ROJ[CT NUMBER	

LOTS, SEE DETAIL SHEET 7.	A  •BUtL"r    11/,h,.e,-,.-ino../        PeoUtPt,P
8'(	>fl('µ: A,IIU tel?. 5Vl?<I!-·'( 1-'./C.r   rN	-

RECORD DRAWINGS

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DESCRIPTION	IN PLAT BOOK 63, PAGES
"   PLA1., FOUR OF VICT0 1	AR[i: llfS□fEiff JEfEACM COUNTY, FLORIDA,
169 THROUGH 171 or	DEARING or
RE REFERENCED TO A	SECTIOI 11,

I	VICTORIA WOODS, PLAT 11, PRESERVE AREA

5609 Be!n-'.

Wmt Pa

Phone

fax (

REVISION	DATE

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REAR or LOTS 1-7  TO DRAIN INTO 1JE	18.8	I

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PRESERVE AREA ALONG REAR LOT L '

N□TEi   1.

THsE 88B'2E6A'5R1l GE S  ASLHOONVGN THRAENRGET \l4iE2ESATSTOUAA;T  a  EoW"  PLAT   FOUR
44

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101

TOVNSHIP	SOUTH,	ELATIVE TO	1

VICTORIA \./ODDS,	DECIMAL PARTS rHERE□F R

r□	or

,	DENOTES FEET AND	NGV Il) OF 1929.

A !G:S

2, ,	•16,0	GEODETIC VERTICAL DATUM ( ' ' ' '	T	UR	VICTORIA

AZALEA CIRCLE	182	)
2

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NATIONAL
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:	WATER VALVE (GATE
SANITARY MANHOLE
-:=_ DRAINAGE STRUCTURE

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NEEDED  rgEJi Jf5   J :0RTH0

EACH INDIVIDUAL LOT, EACH F2JE I	I	l

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MUST BE FILLED s CONSISTENT WJTH THE	I
DRAINAGE PATTER1No SPECIFICATIONS.

PER  PLAN,  MINIMUM  JU	E INIMUM B	lN tr1gN3

IN THESE PLANS	FLOOR EL =  20,25.	I	I

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PFLEORORSFWELMEDVAPTIEONRM-I  '20' 0    NGVD:  MINIMUM  ROAO	I	I 	i

= 18,0 NGVD,	j
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1!	SECTION 11, TOWNSHIP '14 S, RANGE 42 E

I	I
EXISTING   INLETI 	I

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NOTE: FOR LOT DRAINAGE AT ALL EXTERIOR LOTS, SEE DETAIL SHEET 7.

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NORTH WALL

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N>PROVEO	B.C
1• = SO'
DATE	08.23.96
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PRQJ(CT NUMBER.

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§CHNAR'j
ENGINEERING	CORPORATION
951 Broken Sound Parkway, Suile 108	Tel: (561) 241--6455
Boca Ralon, Florida 33487	Fax: (561) 241-61B2	OWNER:	PROJECT:	TASK:	ORIGINAL:
REVISIONS: 1	MARCH, 2003	6  	
7  	
8  	
9  		JOB NO.	02130
DRAWN	FM
APR 1 4 2003	DESIGNED	JWM
CHECKED	JWM	
								
	EH BUILDING GROUP, LLC	VICTORIA WOODS	PAVING & DRAINAGE PLAN					
	4227 NORTH LAKE BLVD.	PLAT fil-B			2			
					3	10		a.c.	JTS
11   	
12	SHEET 2 OF 9	
	WEST PALM BEACH, FLORIDA 33416	PALM BEACH COUNTY	FLORIDA			4		
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§CHNAR6j
ENGINEER/NG	CORPORATION
951 Broken Sound Parkway, Suite 108	Toi: (561) 241-6455
Boca Raton, Florida 334 7	Fax: (561) 241-5182	OWNER:	PROJECT:	TASK:	ORIGINAL:	MARCH,2003	6  	
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2
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FINISHED FllXJR EtLVATION

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n1.[,q;/Projects/200210?..IJD/OZIJD f)<105dgn    011r[;/,/Jr. II, 2003
!JiCHNARlj
ENGINEERING	CORPORATION

OWNER:	PROJECT:	TASK:
EH BUILDING GROUP, LLC	VICluRIA WOODS	PAVING & DRAINAGE PLAN
4227 NORTH LAKE BLVD.	PLAT ill- B

ORIGINAL:	MARCH, 2003	6  	
REVISIONS:	7  	
1	8  	
2		9  	
3	10  	

JOB NO.	02130
DRAWN	FM
DESIGNED	JWM
APR 1 4 2003	CHECKED	JWM
Q.C.	JTS

STRIPING KEY
A ■ 6"' SOLID WHITE a • eH SOLID WHITE C ■ 12" SOLID WHITE D • te· SOLID WHITE E • 24" SOLID WHITE
F" ■   O'" SKIP WHIT£ TYP 110'•  JO'J
G   ■    6"    SKIP   WHITE   TYP   l6•-   10'> H • e;• SKIP WHITE: '£YP l;i!"- 4' >
■  6" SOLID YELLOW
• 18" SOLID YELLOW

It. • 6" DOUBLE YELLOW

• s• SKIP YELLOW TYP 110'- 30')
• 6" SKIP YELLOW TYP 16'· 10')
,-,. • ij•     Sl(JP YELLOW TYP 12'· 4')

P ■     RPM UONO•OIRECTIONAL M-ilTEICL.EAA
0 ■  RPM Bl·OIAE'.CTIONAL Au.:IEA/A.l,IJEA
• FOP WHITE
• FOP YELLOW
• RPM Ell ·DIAE'.CTIONAL 'ln-1IT£1REO

951 Broken Sound Parkway, Suite 108 Boca Raton, Florida 33487

Tel: (561) 241--6455
Fax: (561) 241-5182

WEST PALM BEACH, FLORIDA  33416

PALM BEACH COUNTY	FLORIDA

4	11   	
5	12

SHEET 5 OF 9

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5	1!':.:J'	15"	18,45	12.00	12.00
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.	_/_; ;; ::·::>':t,.,_,,. - -	..	--,	7	121'	15"	16.50	lJ,00 	12.60
B	27'	J6"	17.B0	9.5V	9,50
8	9	J!JB'	J6"	17.l;lt)	9-50	8.60
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,,-·/ .,,,.._jF •	)•I\	10	11	40'	J6"	17 70	9. o	9.!iO
a	11	12	35'	j{j"	7.70	'j,70	9.i'O
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14	15	112'	15"	19.10	15,60	15.20
I	II	'	15	16	44'	5..::_ L.     19.20	14,00	13.80
_t'	1:1	!	16	,1.7	22'	15"	19.04	13.80	13,70
'	t//	17	138'	l!i"	!9.04	11. 0	I0.50
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I:    '1'   :	,:,,t	22	-:2=2·----.  \!)'"	to 10	D.Bo 	13.70
1
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2S	,2,s	.3,2,'	u;·•	17.Bo	,o.oo 	10.00
26	118"	18"	17.BO	11.!:>0	11,50
27	2d	10"	17,80	11.SO	11.50
'"	29	2G'	i4"	17,76	e.10	.J.7O
-	:...- JO	144'	24"	17.76	6.70	2
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JI	"	160'	15"	17.l;IO	IJ.60	10.50
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L-2 .	34	7B"	15"	16.50	11.40	11.40
34	,s	26'	15"	17.56	il.4  -i    11.t.0
,s	3o	146'	15"'	17.66	11.40	lQ.50
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,'7	38	23'	15"	!i.B..-   ;      1J.ao   1J,70
38	39	159'	18"       _}7,30 _J     !l.00	10,25
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40	"	:7.2'	15"	17.60	10.60	1O.!lO
41	4>	200'	18"	17.80	12.00	lt,75
1.60Ac.
\	.4,2	43	18 '	24''	18,7--1	11.15	11.75
••	34'	2..i"   7-80	9.00	9.00
1.97 Ac.	---rr..-....	4'	45	l!'.14'	24"	17.80	9.00 	9.00
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48	49	51'	42"	IB.50	8.00	e.oo
49	50	1J0'	42"	18.50	B,00	8.00
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52	24"	IS"	17.BO	II.BO	11.bO
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r1u:i(Ji/Projocl.V2.002102IJ0l02IJ0 da11u1gn  DATE,Aif, ll,200J	
§CHNAR!i
ENGINEERING	CORPORATION
951 Broken Sound Parkway, Suite 108	Tel: (561) 241-6455
Boca Raton, Florida 33487	Fax: (561) 241-5182	OWNER:	PROJECT:	TASK:	=	ORIGINAL: REVISIONS:
1	MARCH, 2003	6	

APR 1 4 2003	JOB NO,	02130
DRAWN	FM
DESIGNED	JWM CHEC/(ED     JWM 
a.c.	JTS
SHEET 6 CF	9	
							a 7  				
	EH BUILDING GROUP, LLC	VICTORIA WOODS
PLAT][. B	DRAINAGE AREA MAP						
						
9			
		4227 NORTH LAKE BLVD.			2				
					3
4		10
11			
										
	WEST PALM BEACH, FLORIDA 33416	PALM BEACH COUNTY	FLORIDA								
				5	12				

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