Agenda 10/15/2012CEDAR HAMMOCK
COMMUNITY DEVELOPMENT DISTRICT
AGENDA
Monday Cedar Hammock Clubhouse
October 15, 2012 8660 Cedar Hammock Boulevard
9:00 a.m. Naples, Florida
1. Roll Call
2. Approval of the Minutes of the September 10, 2012 Meeting
3. Old Business
A. Discussion of Water Use Permit and Maintenance of Water Levels in the
Irrigation Lake
B. Review of Revised Structural Analysis of Bulkheads
C. Review of Storm Water System Maintenance Efforts
D. Update on Road Maintenance Work
4. New Business
A. Discussion of Bulkhead and Bridge Work Related to the Golf Course
Renovation
5. Manager's Report
A. Financial Report for August, 2012
6.
Attorney's Report
7.
Engineer's Report
8.
Supervisors Request
9.
Audience Comments
10.
Adjournment
THE NEXT REGULAR MEETING IS SCHEDULED FOR
NOVEMBER 12, 2012 at 9 :00 A.M.
Naples Daily News
Naples, FL 34110
Affidavit of Publication
Naples Daily News
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -r• — — — — — — — — — — — — — — — — — — — — — — — —
CEDAR HAMMOCK COMMUNITY
DEVELOPMENT DISTRICT
210 N UNIVERSITY DR #702
CORAL SPRINGS FL 33071
REFERENCE: 056685
59699530 NOTICE OF MEETINGCED
State of Florida
Counties of Collier and Lee
Before the undersigned authority, personally
appeared Lynn Schneider, says that she serves a ; NOTICE OF NiET
the Order Entry Data Specialist, of the Naple.. CEDAR HAMMOCK COI
Dail News a dail bl' II t TIT
ih� fequfar`mA � of he "Board of -5
VITY
y y newspaper pu as e a a
in Colliery County, Florida • distributed in Co
`amnia °th Deedar Hatdt ct*Cl bhoue held0 dar Ha mock October ard.'atpl s.
a:m. at .the:;Cedar Hammock; Clubhouse; 8660 Cedar Hammock �8ourevard: Naples;
and Lee counties of Florida; that the attache.
id 34112-
Florida 'e reeeil
•fleetingg. Is •opemto',tlie'ph6lic and will be. cgndhcted (n accordapce with
af'F(orida.Law•:fQQ Community Devtlbpment OlstrktiL The meeting'
copy of advertising was published in said
•sthe provisions, -
may be_condnueid td A'date, (iHte, and pface•to be specified on the retard at the
-fot tnls meetinngg may he obtained ;eyern
newspaper on dates listed.
meeting. A. coppyy of.'ihe .agsoda'
1.
.Trent.5ervrresr ZtoN.UO)verslty Drive, Suite702,'Corel Spring; Florida 33071: "
t ma},be occasions whenyone or more, Supervisors vllL ;partidpate, by
Affiant further says that the said Naples D,
y p
PThe[c
ierA hone.` } .
Ig; gc<grs'dank; With the provisions' of the A'merkam: with Disahllttms'Act; "any
accommgdatigns at this meeting bocause•cf a disability or'
News is a newspaper published at Naples, in si
pe"' regyiring speelal,
ph the Management Company,, Severn
f.753- k41.
Collier County, Florida, and that the said
,I are h,
TrentServkes.:at (959),753- 5841. .If you are hearing or•.speeSh impaved, please
S vicesrt (954
"contact the Florida Relay Service at (8 0) 955 -8770 for aid.in'contacting the' District
newspaper has heretofore been continuously
office at leash* df.( Jitaysprl4i, oteedateofthehearingandmeeting.
day and has been entered as second class mall
Each p'ersod whoddeddes,to appeal any . decision made by the Board with respect to
any Matter. cone eyed 5t the, moefng is adpjsed that' perspri, will need, a- record. of
sa
matter at the post office in Naples, in said
P P r
the prgceedings. and ;tliat:acpo7dinggly, the`' Person. may. need • to encore Ahat
verbatiMYecard pfsthe•{kocdedltgs•Is made, including t,e testimony and ev dente
Collier County, Florida, for a period of 1 yes
`g�° "ivhkn "' °f SPpeal is lobe based:
:Calvin Tea9�e .
next prece ing t e fi
attached copy of adve
further says that he
promised any person,
discount, rebate, con
purpose of securing t
publication in the sa
PUBLISHED ON: 10/08
AD SPACE: 48 LINE
FILED ON: 10/08/1
--------------- - - - - --
Signature of Affiant
Sworn to and Subscrib
Personally known by m
CAROLPAWIJNSKI
MY COMMISSION # EE 45538
o= EXPIRES: November 28,2014
7 P6 t4�, Bonded Thru9'ishardlnsuranceAgency Page 21
�„�ea,bLty�
DISTRICT
M S'� SOUTH FLORIDA WATER a
*S9
Regulation Division
September 27, 2012
Mr. Gary Susdorf
Cardno ENTRIX
13700 Ben C. Pratt/Six Mile Cypress Pkwy.
Suite 1
Fort Myers, FL 33912
Subject: Cedar Hammock Golf and Country Club
Water Use Permit Application No. 120907-8, Permit No. 11- 01711 -W
Collier County
Dear Mr. Susdorf:
District staff has reviewed the above - referenced application and has determined that
additional information will be required to complete the application. In accordance with Rule
40E- 1.603, Florida Administrative Code (FAC), the District is requesting the following
information to complete the application and provide reasonable assurances for permit
issuance:
The above application submitted on September 7, 2012 is incomplete. The cover letter
that accompanied the application form, submitted for a modification to this project,
indicated that supplemental materials would be submitted via ePermitting. Based on
phone conversations conducted between the District and Mr. Gary Susdorf on
9/17/2012 and 9/26/2012, the District understands that this information is forthcoming.
Please include all materials required for a complete permit application in accordance
with 40E- 20.101 F.A.C. (Content of General Water Use Permit Applications), and the
Basis of Review for Water Use Permit Applications within the South Florida Water
Management District (BOR) in this supplemental material.
2. Please confirm that the recharge wells, required under the existing permit, were
installed and provide an updated Table A as required.
3. Upon submission and review of the documentation requested in Comment No. 1,
District staff will request a site inspection to observe the condition of the wetland
systems due to a historic lack of groundwater recharge. In addition, Staff will assess
the viability of any proposed increase in surface water withdrawals with respect to
future wetland impacts. Included with your response, please submit historic hydrologic
data collected at the site, and data collected as part of the current Wetland Monitoring
Program for the project. Please provide analysis of this data and any conclusions that
DISTRICT HEADQUARTERS: 3301 Cue Clob Road, West Palm Beach, Florida 33406 a (561) 6868800 • (800) 432 -2045
Malliag Address: PO BOX 24680 West Palm Beach FL, 334164680
LOWER WEST COAST SERVICE CENTER: 2301 McGregor Boulevard, Fort Myers, FL 33901 • (239) 338 -2929 • (800) 248 -1201
OKEECHOBEE SERVICE CENTER: 205 North Parrott Avenue, Suite 201, Okeechobee, FL 34972 • (863) 4625260 • (800) 250 -4200
ORLANDO SERVICE CENTER: 1707 Orlando Ceatral Parkway, Suite 200, Orlando FL 32809 *(407)858-6100 • (800) 2504250
Mr. Gary Susdorf
Cedar Hammock Golf and Country Club, Application No. 120907 -8
September 27, 2012
Page 2
can be drawn as well as appropriate assurances (i.e. modeling) that the proposed
withdrawals and any subsequent hydrologic alterations will not cause harm to wetlands
(Section 3.3 BOR). Based on the results of the requested modeling and site inspection
a reduction or elimination of wetland impacts from water table drawdown may be
necessary and /or additional mitigation /monitoring may be required.
Please contact Karyn Allman, the environmental reviewer, at (239) 338 -2929 ext. 7626
to arrange a field inspection and to discuss the Project. Depending on the results of the
site inspection and review of the submitted documentation, additional information may
be necessary in accordance with Sections 3 and 4 of the BOR.
Please submit responses to this letter electronically on the District's ePermitting website
(www.sfwmd.gov /epermittinq) to expedite administrative processing of the application and
to save paper. Please note that an electronic response may be submitted even if the
original application was submitted via hard copy. Information regarding the District's
comprehensive ePermitting program is enclosed. Alternatively, please provide one (1)
original and one (1) copy of the requested information, clearly labeled with the application
number, to the Lower West Coast Regional Service Center.
In accordance with Rule 40E- 1.603(1)(b) FAC, if the requested information is not received
within 90 days of the date of this letter, this application may be processed for denial, if not
withdrawn by the applicant. If additional time is needed, please contact one of the District
staff members below with a request for an extension before the 90 day period ends.
The District recommends scheduling a meeting with the assigned staff members to resolve
the above questions and concerns prior to submitting a response. Please contact either
Michael Taylor PG, at (239) 338 -2929 ext. 7745, or via email at mtaylor @sfwmd.gov; or
Karyn Allman at (239) 338 -2929 ext. 7626, or via email at kallman @sfwmd.gov to assist
with questions.
Si y,
Hurst, P.E.
Supervisor
South Florida Water Management District
DH /mt
Enclosure
cc: Cedar Hammock Community Development District
James E. Hirst & Associates, Inc.
CIVIL AND STRUCTURAL ENGINEERING
MARINE STRUCTURES
August 17, 2012
Mr. Calvin Teague
District Manager
Severn Trent Services
Via Email: cteagi.ze @severntrentms.com
RE: Structural Inspection of Various Timber Bulkheads found at
Cedar Hammock
Dear Mr. Teague:
On April 20, 2012, accompanied by Mr. Miles Jordan of this office,
I made a limited visual structural inspection of the various
bulkheads at Cedar Hammock Golf Course. Six sections of timber
bulkhead were identified from a map provided. Bulkhead lines A
and B are located adjacent to the Davis Boulevard entrance and
bulkheads C, D, E and F are located adjacent the CR951
entranceway.
A couple of bulkhead location deviations were noted. Bulkhead
line C was indicated to be on the west side only of an island.
However, it was found completely surrounding the island. A
similar condition was noted at bulkhead D where the bulkhead to be
inspected was indicated at its western alignment only. It was
found with an eastern alignment as well. Both of these bulkhead
alignments were added to those inspected. The only deviations
from this occurred at portions of bulkhead lines D and E where,
due to landscaped entry security features, several smaller
sections of bulkhead were inaccessible. In addition, we noted
that there was another similar bulkhead at the driving range which
had not been identified for inspection.
Bulkhead Detailing.
In general, all of the bulkheads were typically constructed. They
consist of ten ingh (10 ") butt measured piles spaced on about five
foot (5') centers with two horizontal lines of support consisting
of 3x8 timbers mounted in the weak direction. At the top there is
a 3x8 horizontal cap piece and typically located 3' -10" from the
top is a 3x8 wale line. Continuously placed 2x8 vertical sheet
planks are supported by the cap piece, the wale piece and 2x8
vertical sheet planking penetration into the bottom several
309 Airport Road North Phone (239)261 -4567
Naples, Florida 34104 Fax (239)263 -0541
inches. At the top of the wall is another 2x8 horizontally
mounted cap piece with a layer of filter cloth anchored
immediately beneath and draped down behind the 2x8 vertical sheet
planks.
Condition of Materials
The general condition of the timbers was found to be good. None
were found with any serious systematic deterioration from weather
or insect attack. All of these timbers had originally been
treated with CCA (Chromate Copper Arsenate Type C). Most of this
green treatment has leached out of the elements above the bottom
of the bulkheads. However it is clear that up to this time this
treatment has been very effective.
Structural Element Condition
In general the condition of all -the various timber elements of the
bulkhead appeared to be good. There were a few minor failures
found scattered around but none of these could be considered
systematic or serious. Examples include occasionally found broken
or split 3x8 wales or broken vertical 2x8 sheet planks immediately
above.their penetration into the bottom. In general the seawalls
were found straight and vertical with very few locations of minor
rotation encountered.
nfortunately none of the detailing of the dead man and.tieback
system was accessible and their condition is unknown. However,'
there was no visual evidence of any tieback system failure.
Inspection Description
The bulkheads were inspected in each case in a map clockwise
direction. ocations were identified by the pile number from the
beginning. At the pile locations indicated, measurements were
taken of the adjacent pile spacing and retained earth height.
Bulkhead Analysis
No original construction drawings were available.
The pile lengths are unknown. If drawings had been available,
this analysis would have simply been a reoccupation of the
original design calculations. However, without the pile lengths
we have attempted to analyze the bulkhead for a prediction of the
typical pile lengths. Other assumed parameters of analysis
include soil properties which are based upon commonly encountered
local soils and practice.
Page 2 of 9
The passive width of the timber piles has been assumed at 12 ".
The user defined pressures are applied for the width of the active
earth pressures between each pile.
If the as -found pile lengths are on the order of 14' we can say
that this analysis closely reflects the as -built condition of the
typical bulkhead.
Subse uent to this inspection, the uestion was posed as to an
estimate of remaining useful life for this system as inspected.
As I mention above, the only current sign of systematic
deterioration is the bleaching out of the exposed timbers. e
would estimate approximately ten years plus before this system
will express conditions which would prompt the consideration of
complete replacement.
Page of 9
B HEAD -A
Pile Number
Pile Spacing
Retained Height
3
4' —9"
41-3/f
7
4' -9„
6' -0 /f
11
5' -0"
6' -6"
15
5' -0"
6' -6"
19
51-2//
6' -B"
24
4' -10"
6' -4"
27
5' -0"
6' -10"
31
5' -0"
6' -11"
34 BRO EN A E
5' -0"
6' -10"
38
4' -9"
6' -11"
43
5' -0"
6' -6"
48
5'-0"
61-7'f
53
5' -0"
6' -7"
57
5'-2"
71-0"
59 BRO EN A E
INACCESSIB E
62
V-10"
71-1" .
65
5F-O"
7'-0"
69
51-0"
71-0"
72
5' -0"
71-0/'
75
5' -0"
6' -2"
Page of 9
B HEAD B
PI E N MBER PI E SPACING RETAINED HEIGHT
2
4' -6"
4' -0"
4
4' -9"
6' -0"
6
4' -6"
6' -6"
9
5' -0"
6' -9"
12
5' -0"
7' -0"
15
5' -0"
7' -0"
19
5' -0"
7' -0"
23
5' -0"
7' -0"
27 S IGHT ROTATION
5' -0"
7' -0"
30
5' -0"
7' -0"
34
5' -0"
6' -9"
38
5' -0"
6' -6"
42
5' -0"
6' -9"
46
5' -0"
61-81/
50
5' -0"
6' -10"
54
4' -6"
6' -8"
57
41-911
6' -4"
Page of 9
B HEAD C
PI E N MBER PI E SPACING RETAINED HEIGHT
1 ADJACENT BRIDGE
4' -10"
6' -3"
4
5' -0"
6' -10"
8
5F-O"
6' -6"
12
5' -0"
6' -8"
16
5' -0"
6' -10"
20
5' -0"
6' -10"
25
5' -0"
6' -11"
30
5'-Of/
6'-10"
35
5' -0"
6' -10"
40
5r-41'
6'-10"
45
5' -0"
6'-10"
50
5' -0"
7' -0"
55 ADJACENT BRIDGE
5' -0"
7' -1"
60
5' -0"
6' -9"
65
5'-0"
6' -8"
70
5' -0"
6' -8"
75
51-2"
61-7"
80
5' -0"
6' -6"
85
5' -0"
6' -8"
90
5' -0"
6' -10"
95
5' -0"
6' -4"
100
5' -0"
6'-8/'
105
5' -0"
7' -1"
110 ADJACENT BRIDGE
5' -0"
6' -8"
Page of 9
B HEAD D
PI E N MBER PI E SPACING RETAINED HEIGHT
1
5' -0"
41-6/1
5
4' -6"
6' -0"
10
5' -0"
6' -2"
15
5' -0"
6' -8"
20 IC FAI RE
5' -0"
7' -0"
39
5' -0"
7' -0"
42
V-6"
7'-4"
46 ADJACENT BRIDGE
5' -0"
7' -2"
47 ADJACENT BRIDGE
5' -0"
7' -10"
50
5' -0"
7' -10"
55
5' -0"
7' -3"
60
5' -0"
6' -6"
65
5' -0"
7' -5"
70
5' -0"
6'-6"
75
5' -0"
6' -0"
80
5' -4"
5' -10"
Page of 9
B HEAD E
PI E N MBER PI E SPACING
1 5' -0"
5 5' -0"
10 5' -0"
15 5' -4"
20 5' -6"
A REMAINING PI ES ARE INACCESSIB E
RETAINED HEIGHT
2'
-6"
5'
-10"
6'
-8"
6'
-8"
5'
-11"
Page of 9
B HEAD F
PI E N MBER
PI E SPACING
RETAINED HEIGHT
1 ADJACENT BRIDGE
4' -6"
7' -2"
5
5F-01/
61-9"
10
5' -0"
7' -0"
15
5' -0"
7' -0"
20
5' -0"
7' -4"
25
5' -0"
7' -6"
30
4' -6"
8' -0"
35
5' -0"
6' -11"
40
51-0//
6'-8"
45
5' -0"
61-8"
50
5'-4"
6' -10"
55
51-0"
6'-11"
60
4'-6"
61-8"
65
5' -4"
6'-10"
70
5' -0"
6' -11"
75
5' -0"
7' -0"
80
5' -0"
6' -6"
85
5' -0"
61-6/1
90
51-01,
6' -9"
95
51-011
6'-10"
100
5' -0"
7' -4"
105 ADJACENT BRIDGE
5' -0"
7' -10"
110
5' -0"
7' -2"
Page 9 of 9
At A -1 Professional Asphalt, LLC
If 7117 t_r.,cl , 11I Thilix'% :Ire 1,45.1 bi
Asphalt Paving & Sealing • Lie. # 25637
P.O. Box 368295 Bonita Springs, FL 34136
(239)682 -8687
a1 proasphalt(a-yahoo.com
Bid Proposal /Contract
Date: 09/1012012
Submitted to: Barbara Colao 245 -7118 ext. 300 Email: bcolao0severntrentservices.com
Project: Cedar Hammock Road Cracks
Address: See below, Naples
Clean out and repair the cracks in the road throughout the Cedar Hammock Community at the below addresses using
Polymer Rubberized Asphalt Emulsion Crack Filler and Prime & Compacted Asphalt where needed.
• 3830 Sawgrass Way 190 LF
• Button Way near the cul -de -sac approximately 46 LF
• Wax Myrtle Run from the rear of the circle to the front of the circle approximately 179 LF
• Cordgrass Way right rear of circle approximately 187 LF
• Cordgrass Way left portion of the circle approximately 81 LF
$1.67 per linear foot for a total of $1,140.61
Saw cut and replace additional 10' x 20' area or 200 sq. ft. Total $875.
Grand Total: $2,015.61
Payment Terms: Due upon completion.
This contractor makes no claim the handicap stalls will meet all local, state and federal ADA requirements.
Areas being sealed will be inaccessible for 24 hours. Barricades will be provided to close off areas being seal
coated. This contractor will not be responsible for persons entering the area and tracking sealer or paint, for
damage to property or injury to persons entering the area. Permit fees, procurement fees and any additional
work required by the permit will be an extra cost to the customer. Contractor is not liable for any damage to
underground pipe that may be caused by compaction. Contractor is not responsible for tire scuffing or
marking of the fresh asphalt within the first twelve months after placement due to the curing process. Due to
existing grades and conditions, we will not be responsible for 100% drainage of surface water following
resurfacing. Contractor is not responsible for grass growing through new asphalt, overlays, or asphalts
applied on existing lime rock. Contractor is not responsible for existing cracks in old asphalt or concrete
that may transfer through new overlay. All material is guaranteed to be as specified. All work to be
completed in a workman like manner according to standard practices. Any alteration or deviation from
above specifications involving extra costs will be executed only upon written orders, and will become an
extra charge over and fees incurred because of the collection process will be paid by "Client" including but
not limited to court costs and all reasonable attorneys' fees. This contract includes an asphalt price
escalation clause in the case where asphalt raw material costs increase prior to contract completion.
Contractor reserves the right to increase this contract price accordingly.
UPON ACCEPTANCE OF PROPOSAL THIS BECOMES A BINDING CONTRACT
The above price, specifications, and conditions are satisfactory and are hereby accepted.
You are authorized to do the work as specified. Payment will be made as outlined above.
Signature - Date q / —/
(Ac c ay be sent via email to a1 proasphalt@yahoo.com)
Page 1 of 1
Cedar Hammock
Community Development District
Financial Report
August 31, 2012
Prepared by
Cedar Hammock
Community Development District
Table of Contents
FINANCIAL STATEMENTS
BalanceSheet ........................... ............................... Page 1
Statement of Revenues, Expenditures and Changes in Fund Balances
GeneralFund ..... . ................ . ............ I ...... I............... Page 2
SUPPORTING SCHEDULES
Non -Ad Valorem Special Assessments
Cash and Investment Report
Suntrust Bank Reconciliation
Check Register & Invoice Copies
........................... ............................... Page 3
........................... ............................... Page 4
................................ I......................... Page 5
................................. I........................ Page 6 - 13
Cedar Hammock
Community Development District
Financial Statements
(Unaudited)
August 31, 2012
Cedar Hammock Governmental Fund
Community Development District
Balance sheet
August S!, 2042
ACCOUNT DESCRIPTION GENERAL FUND
ASSETS
Cash In Bank $ 45,304
Investments:
Certificates of Deposit - 450 Days 25,000
Money Market Account 288,806
TOTAL ASSETS $ 359,110
Accounts Payable
$ -
TOTAL LIABILITIES
FUND BALANCES
Assigned to:
Reserved - Operating Reserves
19,073
Reserved - Roadways
121,375
Reserved - Bulkheads
36,445
Reserved - Bridges
9,477
Reserved - Lakes
14,627
Unassigned: 158,113
TOTAL FUND BALANCES $ 359,110
TOTAL LIABILITIES &
FUND BALANCES $ 359,110
Prepared bys
Report Date: 9/26/2012 Severn Trent Management Services Page 1
Cedar Hammock General Fund
Community Development District
Statement of Revenues, Expenditures and Changes in Fund Balances
For the Period Ending August 31, 2012
TOTAL REVENUES 271,467 271,217 270,591 (626) 254
EXPENDITURES
Adm iniairafiva
ProfServ- Engineering
ProfSery -Legal Services
ProfSery -Mgmt Consulting Sery
ProfSery - Property Appraiser
ProfSery - Special Assessment
Auditing Services
Communication - Telephone
Postage and Freight
Insurance - General Liability
Printing and Binding
Legal Advertising
Misc -Bank Charges
Misc - Assessmnt Collection Cost
Office Supplies
Annual District Filing Fee
Total Administrative
Field
ProfSery -Field Management
Contracts -Water Mgmt Services
Contracts -Water Quality
R &M- Bridge
R &M -Lake
R &M -Plant Replacement
Misc - Contingency
Reserve - Bridges
Reserve - Bulkheads
Reserve - Lakes
Reserve - Roadways
Total Field
2,000
ANNUAL
11,684
(9,850)
3,000
2,000
ADOPTED
YTD
YTD
VARIANCE ($) AUG -12
ACCOUNT DESCRIPTION
BUDGET
BUDGET
ACTUAL
FAV(UNFAV) ACTUAL
REVENUES
4,195
2,097
2,098
(5,000)
Interest- Investments
$ 3,000
$ 2,750
$ 1,164 $
(1,586) $ 254
Special Assmnts- Tax Collector
279,653
279,653
279,650
(3) -
Special Assmnts- Discounts
(11,186)
(11,186)
(10,223)
963
TOTAL REVENUES 271,467 271,217 270,591 (626) 254
EXPENDITURES
Adm iniairafiva
ProfServ- Engineering
ProfSery -Legal Services
ProfSery -Mgmt Consulting Sery
ProfSery - Property Appraiser
ProfSery - Special Assessment
Auditing Services
Communication - Telephone
Postage and Freight
Insurance - General Liability
Printing and Binding
Legal Advertising
Misc -Bank Charges
Misc - Assessmnt Collection Cost
Office Supplies
Annual District Filing Fee
Total Administrative
Field
ProfSery -Field Management
Contracts -Water Mgmt Services
Contracts -Water Quality
R &M- Bridge
R &M -Lake
R &M -Plant Replacement
Misc - Contingency
Reserve - Bridges
Reserve - Bulkheads
Reserve - Lakes
Reserve - Roadways
Total Field
2,000
1,834
11,684
(9,850)
3,000
2,000
1,834
295
1,539
-
31,533
28,906
28,905
1
2,628
4,195
4,195
2,097
2,098
(5,000)
2,718
2,718
2,718
-
3,303
6,250
6,250
5,250
1,000
47,000
50
45
10
35
1
750
687
472
215
4
4,700
4,700
5,500
(800)
207,503
750
687
1,111
(424)
140
2,000
1,834
1,145
689
1,000
916
519
397
40
5,593
5,593
5,389
204
250
230
298
(68)
175
175
175
63,964
60,604
65,568
(4,964)
2,813
-
-
500
(500)
3,000
2,750
11,775
(9,025) 1,275
7,200
6,600
9,201
(2,601) -
3,000
2,750
-
2,750
3,000
2,750
7,750
(5,000)
5,000
4,584
4,584
3,303
3,028
10,523
(7,495)
47,000
47,000
18,197
28,803 -
47,000
47,000
3,555
43,445 3,555
42,000
42,000
-
42,000 -
47,000
47,000
23,625
23,375 -
207,503
205,462
85,126
120,336 4,830
TOTAL EXPENDITURES 271,467 266,066 150,694 115,372 7,643
Net change in fund balance $ - $ 5,151 $ 119,897 $ 114,746 $ 7,389
FUND SAL, BEGINNING (OCT 1, 2011)
FUND BALANCE, ENDING
239,213 239,213 239,213
$ 239,213 1 244,364 $ 359,110
Prepared by: Page 2
Report Date: 9/26/2012 Severn Trent Management Services
Cedar Hammock
Community Development District
Supporting Schedules
August 31, 2012
Cedar Hammock
Community Development District
Non -Ad Valorem Special Assessments
(Collier County Tax Collector - Monthly Collection Distributions)
For the Fiscal Year Ending September 30, 2012
Discount / Gross
Date Net Amount (Penalties) County Exp Amount
Received Received Amount Amount Received
Assessments Levied
Allocation %
$279,650
100%
AL $ 264.038.43 $ 1
% COLLECTED 100.00%
TOTAL OUTSTANDING $
Report Date: 8/22/2012 Prepared by:
Severn Trent Management Services Page 3
10/31/11 $
1,137.53 $
64.26 $
23.21 $
1,225.00
11/15/11
43,722.21
1,848.00
892.29
46,462.50
11/30/11
84,624.96
3,598.00
1,727.04
89,950.00
12/08/11
92,201.83
3,916.50
1,881.67
98,000.00
12/22/11
6,796.54
239.76
138.70
7,175.00
01/25/12
15,263.48
437.52
311.50
16,012.50
02/27/12
10,115.07
178.50
206.43
10,500.00
03/29/12
5,817.28
14.00
118.72
5,950.00
05/03/12
2,239.79
(10.50)
45.71
2,275.00
05/25/12
353.29
(10.50)
7.21
350.00
06/21/12
1,059.87
(31.50)
21.63
1,050.00
07/05/12
706.58
(21.00)
14.42
700.00
AL $ 264.038.43 $ 1
% COLLECTED 100.00%
TOTAL OUTSTANDING $
Report Date: 8/22/2012 Prepared by:
Severn Trent Management Services Page 3
Cedar Hammocks
Community Development District
Cash and Investment Report
August 31, 2012
General Fund
AM Funds
Account Name
Bank Name
Investment Type
Maturit
Yield
Balance
Checking Account - Operating
SunTrust Bank
n/a
n/a
0.10%
$ 45,304
Certificate of Deposit
1 st So Bank
18 month CD
8/6/13
0.75%
25,000
Money Market Account
Florida Shores
Public Funds MMA
n/a
0.50%
288,806
Total
$359,110
Report Date: 9/26/2012 Prepared By:
Severn Trent Management Services Page 4
Cedar Hammock CDO
Bank Reconciliation
Bank Account No. 9995
Statement No. 08 -12
Statement Date 08/31/12
GIL Balance ($)
45,303.69
Statement Balance
53,906.49
OIL Balance
45,303.89
Outstanding Deposits
0.00
Positive Adjustments
0.00
- -
Subtotal
53,906.49
Subtotal
45,303.69
Outstanding Checks
8,602.80
Negative Adjustments
0.00
Total Differences
0.00
Ending OIL Balance
45,303.69
Ending Balance
45,303.69
.
Difference
0.00
Posting
Cleared
Date Document Type
Document No.
Description
Amoun
Amount
Difference
Checks
08/03/12 Payment
1433
SEVERN TRENT ENVIRONMENTAL
2,875.57
2,875.57
0.00
08/20/12 Payment
1434
BZ CONSULTING LLC
7,750.00
7,750.00
0.00
08/23/12 Payment
1435
BANKS ENGINEERING INC
925.00
925.00
0.00
08/23112 Payment
1436
CARDNO ENTRIX
600.00
600.01)
0.00
Total Checks .................
. .....
...............................
12,150.57
12,150.57
0.00
Deposits
08/20/12
ACH DEBIT
SUNTRUST ANALYSIS FEE-JULY 2012
-39.57
-39.57
0100
08/31/12
ACH CREDIT
SUNTRUST INTEREST INC -AUG 2012
5.28
5.26
0.00
Total Deposits .......................
...............................
-34.29
-34.29
0.00
Outstanding Checks
06/26/12 Payment
1429
SOUTH FLORIDA WATER MANAGEMENT
1,000.00
0.00
1,000.00
08/24/12 Payment
1437
JAMES E. HIRST & ASSOCIATES, INC
3,555.00
0.00
3,555.00
06/29/12 Payment
1438
CARDNO ENTRIX
1,275.00
0.00
1,275.00
08/29/12 Payment
1439
SEVERN TRENT ENVIRONMENTAL
2,772.80
0.00
2,772.80
Total Outstanding Checks .................
...............................
8,602.80
Page 5
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