VALENCIA WATER CONTROL DISTRICT
NOTICE OF MEETING
OF
BOARD OF SUPERVISORS

Please be advised that the Meeting of the Board of Supervisors of Valencia Water Control District will be held on Tuesday, September 11, 2019 at 1 :00 P.M. in the Lake Ridge Village Clubhouse, 10630 Larissa Street (Directions listed below). Attached is an Agenda for the meeting.

GeorgJs.Fiirrt,District Director

DIRECTIONS TO MEETING:
From Orlando go West on 1-4 to the Beach Line Expressway (528); go east past International Drive to Orangewood Blvd.; Go South on Orangewood Blvd., through 4- way stop at Gateway, turn left on Larissa Street. Proceed to Lake Ridge Village Clubhouse on right.
DISTRIBUTION
William Ingle; Ed Neal; Debra Donton; Brian Andrelczyk; Roy Miller; David E. Mahler; Stephen F. Broome; Green Briar Village Clubhouse; Lake Ridge Village Clubhouse; Lime Tree Village Clubhouse; Montpelier Village Clubhouse; Parkview Pointe Village Clubhouse; Somerset Village Clubhouse; Deer Creek Village Clubhouse; Wingate Club; Lyle Spector, WHOA; and Torn Johnson, Orangewood HOA; Roy Miller, Waterview HOA; and Ken Lafrance, Windsor Walk.
"Persons are advised that if they decide to appeal any decisions made at these meetings/hearings, they will need a record of the proceedings and for such purpose they may need to ensure that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal is to be based, per section 298.0105, Florida Statutes. "
"In accordance with the Americans with Disabilities Act, persons with disabilities needing a special accommodation should contact Valencia Water Control District at
(407) 841-5524 x 101, not later than forty-eight hours prior to the meeting."

AGENDA
September 10, 2019 VALENCIA WATER CONTROL DISTRICT
BOARD OF SUPERVISORS MEETING
1 P.M.
LAKE RIDGE VILLAGE CLUBHOUSE 10630 LARISSA STREET
WILLIAMSBURG, ORLANDO, FLORIDA 32821

Call Meeting to Order
Approval of August 13, 2019 Minutes
General Fund Financial Reports
Engineer's Report
Approval of Permit No. 0507 - Grande Pines Phase 2 - Parcel 1 lD Orangewood N-2PD (Residential)
Attorney's Report
Director's Report
Customer Call Log
Other Business
Adjournment

MINUTES OF THE MONTHLY MEETING OF THE BOARD OF SUPERVISORS
OF VALENCIA WATER CONTROL DISTRICT
August 13, 2019
The monthly meeting of the Board of Supervisors of VALENCIA WATER CONTROL DISTRICT was held at 1 :00 P.M. on Tuesday, August 13, 2019, in the Lake Ridge Village Clubhouse, Williamsburg Subdivision in Orlando, Florida. Present were Supervisors, Roy Miller, Ed Neal and Debra Donton. Also in attendance were the following: Stephen F. Broome, District Attorney; George S. Flint, District Director; David Mahler, District Engineer; Stacie Vanderbilt, District Administrative Assistant; Teresa Viscarra, District Accounts Payable; Dan Brown, Sthern Environmental.
ITEM#l	Call Meeting to Order
Mr. Flint called the meeting to order at 1 :05 PM.

ITEM#2	Approval of June 11, 2019 Minutes
Mr. Flint stated the next item was the minutes from the June 11 , 201 9 annual meeting.
He asked if there were any corrections, deletions or additions. There being none,

ITEM#3

On MOTION by Ms. Donton seconded and carried, with all in favor the minutes of the June 11, 2019 Annual Meeting of the Board of Supervisors were approved.
General Fund Financial Reports

Mr. Flint stated the unaudited financials as of July 31 , 2019 were included in the agenda package and asked if there were any questions.
There being none,

The District's financial reports for the period ending 7/31 / l9 were accepted as distributed.
ITEM#4	Engineer's Report
Presentation of Annual Report

August 13, 2019	Valencia Water Control District
Mr. Flint stated that every year the report is done after the District Director, District Engineer review the District's areas and structures.
Mr. Mahler stated that they reviewed the canals, main structures and waterways. He reported that Parkview Pointe pond that was being reported as having erosion issues is an Orange County issue that would be reported to them. He stated that the C-4 canal structure was also failing and needed to be replaced. He stated he would contact the owners of the property to advise them to get it replaced as it is very old.
Mr. Neal stated he was the property owner of that area and asked Mr. Mahler to provide something in writing describing the need for the repair.
Mr. Mahler also reported the following:
C-10 Canal - Force main was washed out around the County force main that needs to be addressed. He will follow up with the utilities department to see when the County's area would be fixed.
C-4 Canal - Working with Mr. Flint to get pipe out of the Sea World structure and showed Board on the map where the pipe was.
Mr. Flint stated that he met with Mr. Andrelczyk and other Sea World representatives 2 weeks ago to discuss options.
Mr. Neal stated that the report did a good job of listing everything needing attention and asked how the repairs were prioritized.
Mr. Mahler stated that the CIP list was prepared with the budget.
Mr. Neal asked if there were any issues in the water sampling report that they needed to be aware of.
Mr. Mahler stated that the reports were submitted to the Okeechobee Water Atlas and the NPDES. He added that the number of waterways tested was reduced to better report to the entities and that there were no concerns with the waterways. He stated that nitrogen and phosphorus are the main things looked for in testing and that none of the waterways has them. Brief discussion ensued.
Mr. Miller stated that he had discussions with Dan Brown regarding the Area 2 pond erosion.
Mr. Mahler stated that regrading needed to be done on the South side of Central Florida
Parkway and was working with Mr. Brown on a proposal.

2

August 13, 2019	Valencia Water Control District
Mr. Miller stated that the large palm trees on Orangewood Blvd. by the Williamsburg entrance signs were being removed and could possibly damage the culverts.
Mr. Mahler stated that it all depends on how the contractor removes the trees and that the area is owned by Orange County.
Approval of Permit No. 0506- Westwood 7-11 
Mr. Mahler stated that this was out of permitting and was ready to go. He stated that this business will complete the site and that he had no issue with recommending approval.

On MOTION by Mr. Neal, seconded and carried, with all in favor, Permit #0506 was approved.
Big Sand Lake Outfall Issue
Mr. Mahler stated that the project has been pushed out to 2027 and won't be done until at least then. He stated that the District would remain responsible for the maintenance until the project is complete. He stated they are planning to reduce the flow of Big Sand Lake to match the District's 62 CFS.
Mr. Flint stated if there isn't a date to terminate the easement, Mr. M ahler could ask them to submit a date for the Board to consider.
ITEM#S	Attorney's Report
There being none, next item followed.

ITEM #6	Director's Report

Review and Acceptance of Fiscal Year 2018 Audit Report
Mr. Flint presented the FY18 audit report to the Board, advising there were no findings and that it was a clean audit. He stated that it was transmitted to the State of Florida by the June 30, 2019 deadline.

On MOTION by Ms. Donton, seconded and carried, with all in favor, the Fiscal Year 2018 audit report was accepted.

Presentation of NPDES Annual Report
Mr. Mahler presented the report to the Board and explained what gets audited.

3

August 13, 2019	Valencia Water Control District
Mr. Flint stated it was informational and that the District wasn't required to do any projects.
Call Log
Mr. Flint presented the call log to the Board. He stated the Parkview Pointe matter would be addressed with the County and reported to the caller.
ITEM#7	Other Business
Mr. Miller stated that in Greenbriar on Gateway Avenue a gravity sewer was being installed and there is a fence in question that he wanted to know if it belonged to the District.
Mr. Brown stated it is not a District fence.
Mr. Miller asked ifthere is a 100-year flood elevation.
Mr. Mahler stated there is, but the District has no control over it.	He stated it was builder's/homeowner's responsibility to build the right elevation.
Mr. Miller asked if a pipe over 3" require a permit.
Mr. Flint stated any pipe requires a permit from the District, regardless of size. However, the Water Management District may require a Consumptive Use Permit for certain sizes.
ITEM#8	Adjournment

On MOTION by Ms. Donton, seconded and carried, with all in favor the meeting was adjourned at 2:00 p.m.

4

•	•	•	•

••• • •••

Valencia
Water Control District

Unaudited Financial Reporting August 31, 2019

•	•	•	•	•

•	•	•	•	•	•

•	•	•	•

VALENCIA
WATER CONTROL DISTRICT BALANCE SHEET
August 31, 2019

General	I	I	
Totals 2019	
ASSETS:
OPERATING - SUNTRUST	
$457,382	
$457,382	
CAPITAL RESERVE - SUNTRUST INVESTMENTS
SBA - CAPITAL RESERVES	$100,455

$155,526	$100,455

$155,526	
SBA - OPERATING RESERVES	$51,842	$51,842	
PETTY CASH	$100	$100	
FIXED ASSETS LAND	
$700,120	
$700,120	
STRUCTURES	$672,531	$672,531	
CANALS	$2,888,690	$2,888,690	
PONDS	$1,245,537	$1,245,537	
EQUIPMENT & OFFICE FURNITURE	$12,767	$12,767	
ACCUMULATED DEPRECIATION	($4,750,266)	($4,750,266)	
TOTAL ASSETS	$1,534,685	$1,534,685	
LIABILITIES:
ACCOUNTS PAYABLE	
$0	
$0	
FUND EQUITY:
FUND BALANCES: UNASSIGNED	

$668,527	

$668,527	
NET ASSETS CAPITALIZED	$866,157	$866,157	
TOTAL LIABILITIES & FUND EQUITY	$1,534,685	$1,534,685	

Fund

VALENCIA
COMMUNITY DEVELOPMENT DISTRICT GENERAL FUND
Statement of Revenues & Expenditures
For The Period Ending August 31, 2019

	ADOPTED BUDGET	PRORATED BUDGET THRU 8/31/19	ACTUAL THRU 8/31/19	
VARIANCE	ACTUALS
THRU 8/31/18	
REVENUES:						
ASSESSMENTS - TAX ROLL	$553,302	$553,302	$557,879	$4,577	$492,093	
INTEREST	$0	$0	$4,894	$4,894	$2,208	
MISCELLANEOUS INCOME	$0	$0	$97	$97	$0	
TOTAL REVENUES	$553,302	$553,302	$562,870	$9,568	$494,301	
EXPENDITURES:						
ADMINISTRATIVE:						
SUPERVISORS FEES	$2,500	$2,292	$1,200	$1,092	$1,500	
EMPLOYEE SALARIES	$0	$0	$0	$0	$27,000	
FICA TAXES	$0	$0	$0	$0	$2,066	
FUTA/SITA UNEMPLOYMENT TAX	$0	$0	$0	$0	$27	
ENGINEERING	$37,200	$34,100	$23,100	$11,000	$24,220	
ATTORNEY	$12,000	$11,000	$11,000		$11,000	
ANNUAL AUDIT	$5,100	$5,100	$5,100	$0	$5,000	
ASSESSMENT ROLL CERTIFICATION	$2,500	$2,500	$2,500	$0	$0	
MANAGEMENT FEES	$48,800		$44,733	($0)	$39,133	
WEBSITE ADMINISTRATION	$600		$550	$0	$550	
WORKERS COMPENSATION	$600	$600	$0	$600	$500	
INSURANCE	$12,650	$12,650	$11,000	$1,650	$11,500	
REPORT PREPARATION - NPOES	$25,000	$22,917	$5,930	$16,987	$21,395	
OFFICE LEASE	$12,980	$11,898	$12,950	($1,052)	$11,568	
FREIGHT	$200	$183	$0	$183		
PRINTING &BINDING	$500	$458	$228	$230	$235	
POSTAGE	$500	$458	$256	$202	$229	
TRAVEL PER DIEM	$200	$183	$0	$183	$108	
LEGAL ADVERTISING	$1,200	$1,100	$958	$143	$989	
BANK FEES	$300	$275	$0	$27S	$0	
OTHER CURRENT CHARGES	$400	$367	$102	$264	$143	
OFFICE SUPPLIES	$1,000		$558	$359	$210	
ELECTION FEES	$2,800	$3,085	$3,08S	$0		
MEETING RENTAL FEE	$500	$458	$350	$108	$350	
PROPERTI APPRAISER FEE	$5,408	$5,408	$5,388	$20	$5,386	
DUES, LICENSES &SUBSCRIPTIONS	$2,150	$1,971	$1,175	$796	$1,175	

$44,733
$550

$917

$2,954

TOTAL ADMINISTRATIVE	 	$175,088	$163,20                        4	$130,163	$33,041	 	$167,238 

2

VALENCIA
COMMUNITY DEVELOPMENT DISTRICT GENERAL FUND
Statement of Revenues & Expenditures

$393

$73,572

For The Period Ending August 31, 2019

FIEW OPERATIONS:

UTILITIES:	ADOPTED BUDGET	PRORATED BUDGET THRU 8/31/19	ACTUAL THRU 8/31/19	
VARIANCE		ACTUALS THRU 8/31/18	
ELECTRIC/WATER &SEWER	$1,000	$917		$523		$234	
INTERNET &TELEPHONE	$1,500	$1,375	$1,510	($135)		$1,340	
CONTRACTS:							
AQUATIC WEED CONTROL	$35,000	$32,083	$39,107	($7,024)		$26,393	
MOWING	$85,000	$77,917		$4,344		$69,776	
WATER QUALITY MONITORING	$20,214	$18,530	$13,164	$5,366		$18,101	
JANITORIAL	$2,000	$1,833	$1,310	$523		$1,441	
REPAIRS & MAINTENANCE:							
CANAL &RETENTION POND MAINTENANCE	$175,000	$160,417	$27,411	$133,006		$72,348	
OFFICE	$750	$688	$180	$508		$565	
SECURITY GATES &SIGNS	$750	$688	$0	$688		$338	
QI1:!I!t.							
NPDES INSPECTION &FEES	$6,000	$5,500	$4,460	$1,040	$3,308	
OPERATING SUPPLIES	$500	$458	$0	$458	$0	
CONTINGENCY	$500	$458	$0		$0	
TOTAL  FIELDOPERATIONS	 	$328,214	$300,863	$161,107	$139,756	 	$193,844 	
CAPITAL IMPROVEMENT:							
CAPITALRESERVES	$50,000	$45,833		$45,833		$0	
TOTAL EXPENDITURES	$553,302	$509,900	$291,270	$218,630		$361,083	
EXCESS REVENUES (EXPENDITURES)	$0		$271,600			$133,218	
FUND BALANCE -Beginning			$396,927			$284,237	
FUND BALANCE -Ending	$0		$668,527			$417,454	

3

IIMlllllll

VALENCIA
Community Development District
Oct	NOY	Dec	Jan	Feb	Ma,	"P'	Mil):	Jun	Jul

·�	SeJJt	Total

ASSESSMENTS - TAX ROLL	so

$347,369	$46,892	$S0,40S	$55,554

$26,639	$4,226	$8,494	$3,108	so	$SS7,879

$97

INTEREST	$41S	$412	$4S2	$47S	$428	$474

$464	$444	$454	$425

$4,894

SS62,870 I

MISCELLANEOUS INCOME	$D

so	$0	so	$0

so	so	$D	$D	$0	$97

$50,405

TOTAL REVENUES	I		SD	$6,506	$347,369	5<61892
EXPENDITURES·

$2,133

AOMIMSTRATIVE:

SSS.'i�	�a.�

�.226

$3,108	$0

$1,000

SUPERVISORS FEES		$0	$200	$0	$200		$150	$200	$150	$0	$150	$0	$1,200	
ENG !NEERING	$2,100	$2,100	s2,100	$2,100	$2,100	$2,100	$2,100	$2,100	$2,100	$2,100	$2,100	$0	$23,100	
ATTORNEY	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000	$1,000		$1,000		$11,000	
ANNUAL AUDIT	$0	$0	so	$0	$0	$0	$0	$0		$5,100		$0	$5,100	
ASSESSMENT ROLL CERTIFICATION	$0	$2,500	$0	$0	$0	$0	$0	$D	$D	$0	$0	$0	$2,500	
MANAGEMENT FEES	$4,067			$4,067		$4,067	$4,067	$4,067		$4,067	$4,067	$0		
WEBSITE  ADM1NtSTRATt0N
WORKERS   COMPENSATION
INSURANCE	$SO
$0
$11,000	$SO
$0
$0	$SO
$0
$D	$SO
$0
$0	$SO
so
$0	$SO
$0
$0	
$0
$0	$SD

$0	$SO
$0
so	sso
$0
$0	$SO
$0
$0	$0
$0
$0	$550
$0
$11,000	
REPORT PREPARATION - NPDES	$1,590	$0	$1,910	$585		so	$1,485	S360	$0	$0	$0	$0	$5,930	
OFFICE LEASE	$1,082	$1,082	$1,082	$1,082	$1,082		$1,082	$1,082	$1,082	$1,082	$1,082	$0	$12,950	
FREIGHT	$0	$0		$0		$D	so	$D	$0	$0	$0	$0	$0	
PRINTING & BINDING	$21	$0	$D	$16	$16	S3D	S36	$28	$44	$38	so	$0	$22B	
POSTAGE	$42	$4	$4	$4	$3	$14	$19		$18			$0		
TRAVEL PER DIEM	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
LEGAL ADVERTISING	$0	$0	$178	$0	$0	$17D		$0	$455	$0	$0	$0		
BANK FEES	$D	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	$0	
OTHER OJRRENT CHARGES	$0	$0	$0	$0	$6	$0		$0	$0	$0	$0	$0	$102	
OFFICE SUPPLIES	$315	$116	$0	$20	SD	$21	$21	$21	$21	$21		$0	S558	
ELECTION FEES	$0		$0	$0	$0	$0	$0	$3,085	$0	$D	so		$3,085	
MEETING RENTAL FEE	$0	$0		$0	$SO	$50				so	$50			

$37

$256

PROPERTY APPRAISER FEE	$5,388	$0	$0		$0	$D	$0	$0	$0	$0	so	$5,388	
DUES, LICENSES & SUBSCIUPTtONS	$1,175	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,175	

TOTAL ADMINISTRATIVE	I	$27183D	$1D,919	$10,640	$8,924	$8,573	$9,785	$101311	$12,079	$9,036	$13 536	$8,529	 	$D	$13D,163 I

4

VALENCIA

$25

$57

$393

$2,219

$7,345

$3,796

Community Development District

,,no OPfAATJONS:		Oct	NCN	Oec	Jan	Feb	Mar	�...	May	Jun	Jul	AUi	Sept	Total	
!.l1IJJI!H;.
ELECT'Rtr./WATER & SEWER		
$25	
$25	
$25		
$0	
$60	
$43	
$41	
$17			
$0		
�INTERNET & TELEPHONE
AQUATIC WEED CONTROL		$135
$6,413	$135
$7,599	$135	
$2,219	
$2,219	$138
$2.219	$138	$138
$2,219	$138	$140	$140
$2,219	$0
$0	$1,510
$39,107	
MOWING
WATER ®ALITY MONrTORING		$1,646	$3,796
$0	$0	$1,646	$0
$1,646	$0
$1,646	$1,646	$13,196
$1,646	$3,796	$22.596
$0	so	$0
$0	$73,572
S13,164	
JANrrORIAL
BfeA(R,5:5Mdltiml!Jria::
CANAL & RETENTION PONO MAINTENANCE		$131

$1,000	$131

$1,000	$131

$2,000	$131

$1,900	$131

$1,000	$131

Sl,000	$131	$131

$1,000	
$4,138	
$7,960	$0	$0

$0	
$27,411	
OFFICE
SEOJRITY GATES &SIGNS		$0
$0	$45
$0	$0	$0
$0	$45
so	
$0	$0
so	$45
$0	$0	so
$0	$45
$0	$0
$0	$180
$0	
QI&
NPOES INSPECTION & FEES
OPERATING SUPPLIES		$0
$0	so
$0	$1,875
$0	$0
$0	$0
$0	$0
$0	$0
$0	so
$0	$1,265
$0	$1,200
$0	$120
so	
$0	$4,460
$0	
CONTINGENCY		$0	$0	so	so		$0	$0	$0	$0	so	$0	$0	$0	
TOTAL FJELD OPERATJONS	I	�2!,545		$8,030	$6,oss			�1!!.372		$18,476	$34,322		$0	$161,107 1	

$5,193

Cdfll& lll:feBQJtllgNT.·

CAPITAL RESERVE

$0	so	$0

$0	$0

$0	$0	$0	$0	$0	$0	$0

TOTAL EXPENDITURES

EXCESS REVENUES (EXPENDITURES)

I	S50,375
I	1sso 37!J	($17,144)

$18,670	$141979	$13,752	$14,978

$328,699	$31,913	$36,653	$40,575

5

518,684	$30,494	$27,5U

!Sl:9.!l'/8)	1$3,8551

!$39,363)

$20,319	$0	sm.210 I
$0	s211.soo 1

VALENCIA
WATER CONTROL DISTRICT SPECIAL ASSESSMENT RECEIPTS • FY2019 TAX COLLECTOR

	Gross Assessments	$	582,328	$	582,328		
	Net Assessments	$	553,212	$	553,2U		
Date		Gross Assessments	Discounts/	Commissions	Interest	Net Amount	General Fund	Total	
Received	Dist.#	Received	Penalties	Paid	Income	Received	100.00%	100%	
11/8/18	1	$	2,479.58    $	118.60   s	23.61    s	s
11/15/18	2	s	4,384.16    s	173.15    s	42.11    s	s	2,337.37
4,168.90	s
s	2,337.37
4,168.90	$	2,337.37
4,168.90	
11/29/18	3	$	35,743.12    $   1,429.32   s	343.14   $	s	33,970.66	s	33,970.66	$	33,970.66	
	93,401.66	$	93,401.66	$	93,401.66	
12/13/18	5	$	142,526.94    $   5,699.14   $	1,368.28   $	164.83   $
12/20/18	6	$	88,773.36    $   3,548.56   $	852.25   $	$
1/10/19	7	$	49,339.04    $   1,973.30   $	473.66   $	$
2/14/19	8	$	53,015.79    $   2,101.55   s	509.14   s	$
3/14/19	9	$	56,726.37    $   1,620.86   s	551.06   s	999.37   $
4/11/19	10	$	8,865.11   $	91.89   s	87.73   $	$
5/9/19	11	$	26,914.71   $	6.81   $	269.08   $	$
6/13/19	12	$	4,092.15   $	$	40.92   $	174.58   $	135,624.35
84,372.55
46,892.08
50,405.10
55,553.82
8,685.49
26,638.82
4,225.81	$
$s
s s s s s	135,624.35
84,372.55
46,892.08
50,405.10
55,553.82
8,685.49
26,638.82
4,225.81	$s
s
$s
$
$
$	135,624.35
84,372.55
46,892.08
50,405.10
55,553.82
8,685.49
26,638.82
4,225.81	

$

943.45

12/6/18	4	$	98,273.95   s  3,928.84   $	$	$

$	8,494.08	$	8,494.08	$	8,494.08	
$	3,108.14	$	3,108.14	$	3,108.14	
$		$		$		
$		$		$		
$		$		$		
$	557,878.83	$	557,878.83	$	557,878.83	

7/11/19	13	$	8,494.08   $	$	$

s

8/15/19	14	$	3,140.17   $	0.63   $	31.40   $
$	$	$

s

$	$	$	$
$	$	$
Totals	$	582,768.53    $ 20,692.65   s	5,535.83   $	1,338.78

6

(it:s,

VALENCIA WATER CONTROL DISTRICT
1 35 W. CENTRAL BLVD., SUITE 320, ORLANDO, FL 3280 1

'

,-

-'	PHONE: 407-84 1 -5524 X 101 · FAX: 407-839· 1 526

September 1 0, 2019 

AG-RW Grande Pines, LLC
Attn: Jonathan Grebow, Authorized Representative 245 Park Avenue, Fl 26
New York, NY 10167
Subject:	Permit #0507 Dear Mr. Keen:
AG-RW Grande Pines, LLC is hereby granted a construction permit to construct the Residential Redevelopment located in the Grande Pines Phase 2 - Parcel l lD Orangewood N-2PD. Approval is granted in accordance with approved plans and hydraulic calculations and the following GENERAL AND SPECIFIC CONDITIONS:
GENERAL CONDITIONS:
I . That the District or their agents may at any time make such inspections as they may deem necessary to ensure that the construction or work is performed in accordance with the conditions of this permit.
That the permittee will maintain the work authorized herein during construction and thereafter in good condition in accordance with the approved plans.
That the permittee shall comply promptly with any lawful regulations, conditions, or instructions affecting the structure or work authorized herein if and when issued by the
U.S. Environmental Protection Agency, the South Florida Water Management District and the Florida Department of Environmental Protection and/or any county or city environmental protection agency having jurisdiction to abate or prevent water pollution, including thermal or radiation pollution. Such regulations, conditions, or instructions in effect or hereafter prescribed by the federal, state, county and city agencies have hereby made a condition of this permit.
It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the District's right, title and interest in the land to be entered upon and used by the permittee, and the permittee will at all times, assume all risk and indemnify, defend and save harmless Valencia Water Control District from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by the permittee of the aforesaid rights and privileges.

The permittee and/or their agents will use every measure to prevent the run-off of turbid water into the District's facilities including, but not limited to, the use of temporary ponds, silt barriers, chemical additives and temporary grassing during construction.
If discharge of water by permittee should at any time raise the level of pollutants in the District's water management facility to the point where the District is in violation of a statute or regulation, permittee will either: (a) immediately cease such discharge, (b) remove pollutants from the water before discharging into District facilities, and pay all costs which the District must incur in order to reduce pollution in the District's facilities to acceptable levels.
That all the provisions of this permit shall be binding on any assignee or successor in interest of the permittee.
That any modification, suspension or revocation of this permit shall not be the basis for a claim for damages against Valencia Water Control District.
The Valencia Water Control District agrees that the issuance of this permit allows the passage of water through their canals but in so doing does not assume any responsibility for damage to any persons or property.
That the engineer of record certify that the facilities as constructed comply with the submitted hydraulic calculations and approved drawings.
That the permittee agrees not to modify or alter the constructed facilities at any future time without the express consent of the District.
This permit is valid for 3 years from date of approval or runs concurrently with the SFWMD permit, if required, whichever expires first.
That this permit must be executed within 30 days of Board approval or must be brought back to the Board for reconsideration.

END OF GENERAL CONDITIONS

SPECIFIC CONDITIONS
1.	That the Sketch of Description, sheets 1 - 4 as recommended for approval by the District Engineer on 8/23/19, become part of this permit.

Attest:	Signature: 		_ AG-RW Grande Pines, LLC
Title:____ 	__

Attest:	Granted by:

Valencia Water Control District

By:

Roy Miller, President
On this __ day of S eptember, 2019

1117 East Robinson Street Orlando, Florida 32801
Phone: 407.425.0452

August 23, 201 9

Board of Directors
Valencia Water Control District 1 0365 Orangewood Boulevard
Orlando, Florida 32821
RE:		Grande Pines Phase 2 - Parcel 11 D Orangewood N-2PD (Residential) VWCD Permit No. 0507
CPH Project No. 681 6.07
Dear Honorable Board Members:
We have completed our review of the above referenced project originally submitted by Poulos & Bennett in February 2019 and review comments response on August 14, 201 9. Based on our review, we have no objection to the Board approving this permit.
Sincerely,
CPo:D t{l__
David E. Mahle� District Engineer

Cc:		Ms. Christina Baxter, P.E., Poulos & Bennett file

\'.  W W	c   p   h c  o  r  p	c u m

Permit No. ----
(Assigned by V.W.C.D.)

APPLJCATION TO BOARD OF SUPERVISORS OF
Valencia Water Control District for Pennit

(1)

PROPOSED USE: Residential Redevelopment

LOCATION OF WORK:   Block:		Lot:	Subdivision: or Section: 13	Township: 24	Range: 28
DISTRICT WORKS [NVOLVED: Construction'of Parcel 11D "Phase 2 includes 157 short term single family rental homes, reconfiguration of ponds 9B and 9C, as well as the associated internal roadways and utility infrastructure. The Phase 2 site is 43.19 acres and is part of the original VWCD Permit #0472 for the redcvelopmen't of the golf course. The main basin affected by this permit modification is Basin 9C. Pond 9C cascades into 9B Which discharges into VWCD Canal C­
l. A large portion of the Phase 2 site d rains to Ponds 4A and 4B which are part of the recently submitted Phase I portion of the overall pn>Ject. Also part of this phase is the modification of the outfall pipe from Lake 10 of the adjacent Marriott property. As shown on the plans, the outfall has been routed around ponds 9A and 9.B and now directly discharges into the VWCD canal C-l. The master d rainage plan submitted with the Phase 1 plans reflected this adjustment. The MDP has not changed from the or1e submitted with Phase l therefore please reference that MDP for your review of the phase I plans.
OWNER OF PROPOSED WORK OR STRUCTURE:	Phone #:
Name: AG-RW Grande Pines, LLC, c/o .Jonathan Grebo,v Title: Authorized Representative Address: 245 Park Ave., Floor 26, New York., New York 10167

APPUCATrON OTHER THAN OWNER: (ifany) Phone #:
Address: (St!'eet)	(City)
(Zip)

Name: (State)

AREA PROPOSED TO BE SERVED: Give legal description and size in acres. Attach legal
description ifnecessary. If land is platted, indicate Block, Lot and Subdivision.
See Attached Legal
CONSTRUCTION SCHEDULE: The proJ)osed work, if permitted, will begin within 90
Calendar days of permit approvals.

This appHcation, including sketches, drawings or plans and specifications attached contains a full and complete description ofthe work proposed or use desired of the above described facilities ofthe District and for which pennit is herewith applied, It shall be a part of any permit that may be issued. It is agreed that all work or the use of the District•s facilities will be in accordance with the permit to be granted.

Submitted this Lfl•  day of

r"r&'BfVAR.\/

S KETCH	OF	DESCRIPTI ON
SHEET 1 OF 4

LEGAL DESCRIPTION OF' PHASE 2
A p arcel of land comprising a portion of Lake 9, a portion of  Lake  4,  a  portion  of  Golf Course Parcel 3, a portion of Parcel 11, Orongewood Neighborhood 2, as recorded in Plot Book 1 7, Pages 81 through 87, Public ·Records of Orange County, Florida.
Being more particularly described as follows:
Commencing at the North we$tern most corner of Lake 9 and the Northeastern most corner of Gotf Course Parcel 1 being o point on  a non tangent curve, concave Northeasterly h aving a radius of 11 37.00 feet, with a chord bearing of South  55"09'04"  East,  and  o  chord distance of 26.30 feet, thence run Southeasterly along  the  arc  of  said  curve  throu gh  a cen tral angle of 01 •1 9'32" for a distance of 26. 30 feet to a point of tangency; thence run South 55"48'50" East for a distance of 1 2. 73 feet; thence run Sou th 70"42'36" East for a disti::mce  of  31 . 76  feet   to  the  point   of  curvature  of  a  curve,   concave  N ortheasterly  having  a radius of 281 4. 51 feet, with a chord bearing of South 73'02'24" East, and a  chord distance of 228.88 feet, thence run Southeasterly along th e ore of said curve through a central angle of 04'39'38" for a d istance of 228. 94 feet to a point on  o  non  tangent line; thence run South 14'37'46" West for a· distance of 8. 00 feet  to  o  point  on  a  non  tangent curve  and the POINT OF BEGINNING; said curve being concave Northeasterly having a radius of 2822.51 feet, with o chord bearing of South 76'51'03'' East, arid a chord distance of 1 45.83  feet, thence run Sou theasterly along the ore of said curve through a central  angle of 02'57'38"  for a distance of 1 45.85 feet to a point of tangency; thence run South 78'1 9'52'' East for a distance of 506.47 feet; thence run North 11 "40'08" East for a distance of 1 0. 00 feet; th-ence  run   South  78.1 9'52"   East   for  o   distance  of  709.33  feet;   thence   run   South   11 '49'37" West for a distance of 1 12.32 feet; th ence run South 36.28'26" West for a distance of 57.54 feet to a point on a non tangent curve, Concave Southerly, having a radius of 76.00 feet, a chord bearing of North 73"09'1 6" West and a chord distance of 1 3. 30 feet; thence run Westerly along said curve through a central angle 1 0'02'1 3" for on arc distonce of 1 3.31 feet to. a point of tangency; thence run North 78'1 0'23" West for a distance of 256.00 feet; thence  ruh   South  11 '49'37"  West   for  a   distan ce  of  364.00  feet;   thence   run  South   78'1 0'23" East  for  a  distance  of  3.32.00  feet;  thence  nm  South  11 '49'37" West  for  a  distance of
21 6.00 feet to  a  poin t  of  curvature  of a  curve  concave  North westerly,  have a  radius of
76.00 feet, a chord bearing of South 39'45' 1 0" West and a chord distance  of  71 .1 9  feet; thence run Southwesterly along said curve through a cen tral angle of 55"51 '06 " for on arc di::ltance of 7 4.08 feet; thence departing said curve, run Sou th  1 9'56'22" East  for  o  distance of 1 4.96 feet; thence run Sou th 11 '49' 37" West for a distance  of  21 1 .96 feet;  thence run  North 67'52'19'' West for a distance of 387. 39 feet; thence run South 1 5'33'00" West for a distance of 54.05 feet; thence run South 83"39'09" West for a distance of 731 .02 feet;

CONTINUED ON SHEET 2

SURVEYOR'S NOTES:
THIS IS NOT A SURVEY, .
STUI1R1SI/ESYKOERTCAHNIS MNAOPTPEVRA.LID  WITHOUT THE SIGNAl\JRE ANO  ORIGINAL RAISED SEAL  OF'  A f'LORIOA  LICfNSEO
BEARINGS  SHOWN  HEREON . ARE  BASE_D  ON  THE NORTH/S.OUTH  CENTERLINE  OF  SECTION  13-24-28  BE!NG. AN ASSUMED BEARING OF SD0"24'42"E.

SK02

16 East Plon_t Street Write, Gallen; lbioi J47.87 • ( 407 } 654 ffi5

JOB NO.	20180259	CALCULATED BY·  ;J..R	 DATE•	1 0/15/18	DRAl'IN BY:          DY/PJR	 SCAIE··	1•  • 300 f'EET	CHECKED BY· EGT
F1ELD  BY:          N/A	

FOR THE l,ICENSED BUSINESS /I 6723 BY:

JAMES L RICKMAN P.S.M. I 5633

DrawinQ name: L:\Data\2018D259\sketches\20180259 sketch02 - Phase 2	Model

SKETCH	OF	DESCRIP TION
SHEET  2  OF  4 CONTINUED FROM SHEET 1

thence run North 50·55'34•; West for a distance of 681 .39 feet; thence run South 51 ·33' 1 8" West for a distance of 11.65 feet; thence run North 38.26'42'' West for a distance of 1 30.01 feet; then ce run North 51 ·33'1 8" East for a distance of 90.92 feet to the point ' of curvature of a curve,  concave Southerly h aving a  radius of 30.00 feet, with a  chord bearing of North  81 "51'49" East, and o chord distance of 30. 28 feet, thence run Easterly along the ore  of  said curve through a cen tral angle of 60".37'02" for a distance of 31 .74 feet to · a poin t on o non tangent line; thence run North 39•04•25" East for o distance of 1 72. 66  feet  to  a  point on a non tangent curve, concave Southerly having o radius of 1 90.00 feet, with a chord bearing of North a9·5o'08" West, and a chord distance of 237. 12 feet, then ce run Westerly along the ore of said curve through a cen tral angle of 77"1 3'08"  for  o  distance of 256.07 feet to a point of tangency; thence run South s1 ·33'1 8" West for o distance of 74.04 feet; thence  run   North   1 6:"41 '39"   West   for  a   distance  of  429.93  feet:   thence   run   North   44·29•35" East for o distance of 340.87 feet to o point on a non tangent curve, concave Northerly

as·

having a radiUs of 1 30.00 feet, with a chord bearing of South ag· 25' 08'' East, and o chord distance of 1 OOA7 feet. thence run Easterly along the ore of said curve through a central angle of 45· 27' 53" for a distance of 103. 16 feet to  a  point  of reverse curvoture  of  a curve, concave Southerly having a radius of 1 25.00 feet, with a chord b earing of N orth
27' 37" East, and a chord distance of 88.01 feet, thence run Easterly along the ore of said curve through a central angle of 41 · 1 3' 22" for a distance of 89. 93 feet to a point  of tangency; thence run South 70" 55' 42" East for a distance of 259. 79 feet to the point of curvature of o curve, concave Sou thwesterly having a radius of 1 00.00 feet, with a chord bearing of South 54� 25' 1 5" East, and a chord distance of 56. 83 feet, thence run
Southeasterly along the arc of said curve through a central angle of 33· 00' 55" for  a  distance of 57.62 feet to a point on a  non  tangent line;  thence run N orth  52"00'27" East for a distance of 91 . 30 feet to the POINT OF BEGINNING;
contains 43. 76 acres, more or less.

THIS IS NOT A SUR VEY:	®	DENOTES CHANGE IN DIRECTION

SK02

Cf

R.fW
.

DENOTES  RIGHT-.OF'-oWAY DENOTES CENTERLINE

16 East Plant  Street lriler GirdeD, f1uiill 3478/ 1 { 407} 654 5m

N.T. DENOTES NON TANGENT

JDS NO	201so2eg
DATE:	10/15/18
SCALE·	1• - ·JOO f'EET
FIELD BY·	N/A

P,C, DENOTES POINT OF CURVATURE
P. T. DENOTES POINT Of' TANGENCY
P.R.C. DENOTES POINT or REVERS£ CURVATURE
P.C.C. DENOlES POINT OF COt,IPOUND CURVATIJRE

CALCULATED  BY·   ..\.R	
DRAWN BY·	OY/PJR
CHECKED BY•	EGT

Drowin0  nome:  L: \Doto\201 80259\sKiitehes\201 80259  skelch02  - Phose 2	Model

SKETCH	OF	DESCRIP TION
SHEET 3 OF 4

POINT OF I

�

c-x-

COMMENCEMENT

I	.	,,, ,

TliE NORTHWESTERN MOST
TliCEORNNOERRlliOEFASLATEKRE· N· 9MOANSTD

'	,,---,,	· POINT OF
\

CORNER  or ccil.rPACROCUERLSE1

I	{I .-�· ��c-, ,,.  (2	1

BEGINNING

'

P.B.  17, PCS. 81-87	\	I
\	/
/

✓----'   DETAIL 8

I	I

( not  to scale)

',-. __ ,;ETAIL  A	I/
/ ( not  to acole)	I
I	/
I	I
I	II
II
I I
..,/
\

� r---

��  I	NORTH/SOUTH
CENTERLINE OF
8"' :	SECTION  13-24-28

\..__ ,,I

PHASE 2
PHASE 1

L16

THIS IS NOT A SURVEY:

®	DENOTES CHANCE IN DIRECTION R_/W DENOTES RIGHT-OF-WAY
1f.	DENOlES CENTEIILINE

SK02

16 . East Plant Street lnla l4dea, Am, 34187 • ( 407 )&M �

N.T. DENOTES NON TANGENT
JOB NO	20180259
DATE·	10/1 5/18
SCAIE·	1" • JOO rEET
FIELD SY· 	N/A	

P.C. DENOTES POINT OF CURVATURE
P.T.     .DENOTES  POINT Of' TANGENCY
P.R,C. DENOTES POINT OF REVERSE · CURVATURE P,C.C•  .DENOTES  POINT Of'  COMPOUND  CURVATURE
CALCULATEO BY· JLR DRAWN BY•	OY/P.R
CHECKED BY· 	EGT	

DrawinQ norne:  L:\Dola\201 8D259\s�etches\201 80259 sketch02 - Phosil 2	Sheet 3

SKE TCH	OF	DESCRIP TI ON
SHEET 4 OF 4

LINE TABLE
LINE	LENGTH	BEARING	
L1	1 2.73'	S55"48'50"E	
L2	31.76'		
L3	8.00'		
 	L4	
 	L5	
L6	506. 47'	
1 0.00'	
11 2.32'	s1s·1 9•s2"E
Nt1 •4Q'08"E
 	   St1 '49'37"W	
L7	57.54'	S36'28'26"W	
LB	256.00'	N 78'1 0'23"W	
L9	364.00'		
L10 	332.00'	S78'1 0'23"E	
L1 1	216.00'		

L1 4	387.39'		
L1 5	54.05'	s1 s•33•oo··w	
L1 6	731 .02'		

 	L1 2	1 4.96'	    S19 '56'22"E
L1 3	21 1 . 96'

 	L1 7	681.39'	
L18	11 .65'
L1 9	130.01 '	N38'26'42"W
L20	90.92'
L21	172.66'
L22	74. 04'
L23	429.93'		
259.79'	S70'55'42"E	
L26	91 .30'	N52'00'27"E 		

	CURVE TABLE	
CURVE C1

CJ C4
cC6s
C7 CB C9
Cl O	RADIUS 11 37.dO'
281 4.51 '
2822.51 '
76.00'
76.00'
30.00'
190.00'
130.00'
1 25.00'
1 00. 00'		LENGTH 26.JO'
22B.94'
145.85'
13.31 ' 74.08' 31 .74' 256.07' 1 03. 1 6' 89.93'.
57.62'	CHORD 26.30'
228.88'
1 45,83'
1 3. 30'
71 .19'
30.28'
237.1 2' 1 00. 47'
88.01 '
56. 83'	BEARING
S55'09'04"E

N39'45'1 O"E
S81 '51'49"W
N89'50'08"W S89'25'08"E	DELTA

1 0·02•1 3''
55'51 '06"
60'37'02"
111 3•·08"
41 '1 3'22"
33'00'55H	

45"27'53"

THIS IS NOT A SURVEY:

@	DDIOTES CHANGE IN DIRECTION R;fW DENOTES RIGHT-OF-'WAY
\f.	DENOTES CENTERLINE
P.C. DENOTES POINT OF CURVATURE

Sl<02

JOB NO.
DATE· SCALE·

N.T. DENOTES NON TANGENT

20180259
1_0/15/18
1• • JOO FEET

P.T. DENOTES POINT Of TANGENCY
P,R.C. DENOTES POINT OF REVERSE CURVATURE
P.C.C. OEN01ES POINT OF COMPOUND CURVATURE
CALCULATED BY· JLR	 DRAWN BY: 	DY/Pm	
CHECl<ED BY·	EGT

16 Eost Plan t  Street Inter Gcrden, lbidG �787 • ( �7 ) &M 5m

FIElD BY: 	N/A	

Drawinq  n·ome:  L: \Data\20180259\sl<etches\20180259  sketch02  - Phose 2	Model

Date	Name	Subdivision	Address	Phone	Issue	Pond/canal Name	Resolution	Date Resolved	

8/12/19 Don Cook	

Parkview Pointe	

6018 Parkview Point Dr	

407-928-2873	
Reported erosion on the pond bank and	Stacie V. Reported to Mr. Cook that the District has reached out to Orange County on the matter and provided point of contact at the County to
follow up.	8/13/19	
				mowers are getting stuck	Parkview Pointe Pond		

8/14/19 Beverlv Morrow

8/23/19 Alicia Knowles	

Parkvlew Pointe

Deer Creek	

5816 Plumb Pudding Ct.		
Reported erosion on the pond bank and mowers are getting stuck (Related to Rick
Morrow that previously called)	

Parkview Pointe Pond	Stacie V. advised Ms. Morrow that the District has reachedout to Orange County on the matter and provided point of contact at the County to
follow up.	8/14/19	

5202 Deer Creek Dr.	

941-726-6777	
Wanted to know if Shingle Creek was dammed to keep pond near her home from overflowing. Wanted to know if company
can come out and clean up pond.	

N/A HOA Owned Pond	Stacie V. explained that Valencia waterways are designed to flow into Shingle Creek and that the pond in question was not a District owned pond so her HOA would need to be contacted for
maintenance matters.	8/23/19	

4840 GamliM Lane	

954-494-8333	Wanted to know if C-10 Canal behind her home would be let down in preparation for Hurricane Dorian because she fears it would
rise and flood her home.	

C-10	Stacie V. explained that the C-10 was not planned to have any water let out as the system works better when water is already in the canal.
Not pleased with answer.	8/30/19	
8/29/19 Sallye Vanderburg Greenbriar						

customer call Log- Valencia water Control District	��  �--._,.