CAC Agenda 02/19/2016 Meeting Agenda and Notice
COASTAL ADVISORY COMMITTEE (CAC)
FRIDAY, FEBRUARY 19, 2016 - 1:30 P.M.
CITY OF NAPLES COUNCIL CHAMBER
735 8TH STREET SOUTH
NAPLES, FLORIDA 34102
• Sunshine Law on Agenda Questions
• 2016 CAC MEETING DATES
I. Call to Order
II. Pledge of Allegiance
III. Roll Call
IV. Changes and Approval of Agenda
V. Public Comments
VI. Approval of CAC Minutes
1. November 12, 2015 CAC Minutes
VII. Staff Reports
1. Expanded Revenue Report
VIII. New Business
1. Collier Creek Dredging
* Permit Modification
* Bid Package
2. Beach Renourishment- 2016
3. Gordon River Dredging
* Backup Material
4. Gulf Regional Biological Opinion
5. Permit Status
* 15 Year USACE Renourishment Permit
* Central Beach Marco
* South Marco Beach
* Doctors Pass South Jetty Rebuild
* Erosion Control Structures -Naples
* Clam Pass Park
6. Wiggins Pass Status and Vanderbilt Lagoon Channel
* Backup Material
7. Feasibility Study - USACE
* Backup Material
IX. Old Business
X. Announcements
XI. Committee Member Discussion
XII. Next Meeting Date/Location
March 10, 2016 - 1:00pm - Government Center, 3rd Floor
XIII. Adjournment
All interested parties are invited to attend, and to register to speak and to submit their objections,
if any, in writing, to the board prior to the meeting if applicable.
For more information,please contact Gail D. Hambright at(239)252-2966.
If you are a person with a disability who needs any accommodation in order to participate in this
proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact
the Collier County Facilities Management Department located at 3301 East Tamiami Trail,
Naples, FL 34112, (239) 252-8380.
Public comments will be limited to 3 minutes unless the Chairman grants permission for
additional time.
Collier County Ordinance No. 99-22 requires that all lobbyists shall,before engaging in any
lobbying activities (including,but not limited to, addressing the Board of County Commissioners)
before the Board of County Commissioners and its advisory boards, register with the Clerk to the
Board at the Board Minutes and Records Department.
CAC February 19,29016
VI-1 Approval of Minutes
1 of 5
MINUTES OF THE MEETING OF THE COLLIER COUNTY COASTAL
ADVISORY COMMITTEE
Naples, Florida, November 12, 2015
LET IT BE REMEMBERED, the Collier County Coastal Advisory Committee, in and for
the County of Collier, having conducted business herein, met on this date at 1:00 P.M. in
REGULAR SESSION at Administrative Building "F", 3rd Floor, Collier County
Government Complex Naples, Florida with the following members present:
CHAIRMAN: Debbie Roddy
VICE CHAIRMAN: Ian Butler
Joseph A. Moreland
John Sorey, III
Nick Penniman
Robert Brown
Steve Koziar
Thomas McCann
Jim Burke
ALSO PRESENT: Gary McAlpin, Director, Coastal Zone Management
Colleen Greene, Assistant County Attorney
Gail Hambright, Accountant
Dr. Michael Bauer, City of Naples
CAC February 19,29016
VI-1 Approval of Minutes
2 of 5
Any persons in need of the verbatim record of the meeting may request a copy of the video recording
from the Collier County Communications and Customer Relations Department or view online.
I. Call to Order
Ms.Roddy called the meeting to order at 1:00PM
II. Pledge of Allegiance
The Pledge of Allegiance was recited.
III. Roll Call
Roll call was taken and a quorum was established.
IV. Changes and Approval of Agenda
Mr. Sorey moved to approve the Agenda. Second by Mr. Brown. Carried unanimously 8—0.
V. Public Comments
None
VI. Approval of CAC Minutes
1. September 10,2015
Mr. Brown moved to approve the minutes of the September 10, 2015 as submitted Second by
Mr. McCann. Carried unanimously 8—0.
VII. Staff Reports
1. Expanded Revenue Report
The Committee reviewed the"Collier County Tourist Tax Year to Date"dated through 11/2/2015.
VIII. New Business
1. 2016 Annual Beach Monitoring
*Proposal
Mr. McAlpin presented the Executive Summary "Recommendation to approve a proposal from
Humiston &Moore dated November 10, 2015 for the Collier County Beaches and Inlets Annual
Monitoring for 2016; approval of a Work Order under Contract 15-6382 Grant Funded
Professional Services for Coastal Zone; authorize the County Manager or his designee to execute
this work order and make a finding that this expenditure promotes tourism (Project No. 90536)"
dated November 12, 2015 for consideration. He noted:
• The proposal includes surveys, data collection,monitoring and reporting for Collier County
Beaches and Inlets for Wiggins Pass, Doctors Pass, South Marco and the Vanderbilt, Park
Shore, Pelican Bay and Naples Beaches.
• The results of the survey will be utilized to determine any beach renourishment or other
work necessary in the areas for 2016.
• The item requires approval of the Tourist Development Council and will be heard by the
Board of County Commissioners at their December meeting.
• Any renourishment work proposed will be to reestablish the beach to the approved template
including estimates for quantities of sand necessary to achieve a"two year advance"
renourishment of the area.
CAC February 19,29016
VI-1 Approval of Minutes
3 of 5
• Currently, the direction from the Board of County Commissioner to Staff is to undertake
"annual"renourishment projects of$2.5M(50,000cy+/-of material). Previously the
County was retaining an amount of$2.5M annually for a period of 6 years and undertaking
a major beach renourishment project at that time.
Mr. Burke arrived at 1:10pm
Under Committee discussion the following was noted:
• At this time,there are no proposed redesigns of the existing beach templates.
• The proposed expenditure is in compliance with County Purchasing policies and is not
required to be"bid out"given the amount of construction anticipated with the endeavor is
less than$2.5M and the engineering services are less than$200,000. The work can be
awarded to a vendor on a list pre approved by the County.
• The TDC is currently reviewing the allocations of the Tourist Development Tax to
determine if any recommendations should be made to the BCC for reallocating the funds.
• Staff will be providing information on the issue to the Tourist Development Council who
will be holding a Workshop this month to discuss the item.
The Committee requested Staff to provide the Members with any analyses prepared by the
Department for the TDC's review of the allocations of the Tourist Development Tax.
Mr. Brown moved to recommend the Board of County Commissioners approve a proposal from
Humiston &Moore dated November 10, 2015 for the Collier County Beaches and Inlets Annual
Monitoring for 2016;approval of a Work Order under Contract 15-6382 Grant Funded
Professional Services for Coastal Zone;authorize the County Manager or his designee to
execute this work order and make a finding that this expenditure promotes tourism (Project No.
90536)." Second by McCann. Carried unanimously 9—0.
2. Program and Project Updates-Verbal
Mr. McAlpin provided updates on the following projects:
Biological Monitoring
The nearshore hardbottom is surveyed annually to ensure County renourishment projects do not
have an adverse impact on the system. Recent surveys found no negative impacts on the
hardbottom, a condition which has been consistent for the last 10 years. These findings may be
utilized in the future to seek approval from the Florida Department of Environmental Protection
(FDEP)to expand the existing beach template.
Collier Creek Dredging
The FDEP has accepted the County's proposed modification to the Marco Island permit to allow
dredging of Collier Creek. Staff continues to work with the US Army Corps of Engineers to
obtain approvals for the work who have indicated they will not require a"comprehensive
consultation"with other Federal Agencies.
Marco Beach Regrade
Staff continues to pursue approvals on the proposed regrade of the central Marco Beach to
alleviate the long term ponding of rainwater on the beach. The Agencies involved have indicated a
CAC February 19,29016
VI-1 Approval of Minutes
4 of 5
"comprehensive consultation"with other Federal Agencies will required for this project. He noted
the Agencies have numerous requests for consultations of this type, however there is a funding and
hiring freeze impacting their level of service.
Marco Island South
Staff continues to pursue permit modifications with the FDEP and USACE for work associated to
repair damage caused by Tropical Storm Debbie.
Doctor's Pass
Staff is awaiting approval from the USACE before initiating the jetty rebuild and is working on
FDEP for approvals for the construction of erosion control structures. Staff will be scheduling a
pubic meeting on the item with the City of Naples in January of 2016.
Clam Pass
Staff is undertaking the measure necessary to modify the permits so renourishment may occur in
the area.
Wiggins Pass Dredging
Minor dredging is underway and expected to be completed by Thanksgiving.
Gordon River
He noted:
• The dredging of the Gordon River is the only Federally maintained project in the County.
• Currently there is shoaling in the mouth area of the river where the USACE has previously
undertaken dredging projects.
• Over the years the USACE has grown reluctant to undertake any dredging projects in areas
such as the Gordon River as they are deemed a"shallow draft,non commercial harbor"
• The Agency has limited funds and generally allocates them to larger ports in this region
(Miami,Tampa, Jacksonville and Savannah).
• The Agency dredged the area 2 years ago and notified the County(as they have in the past)
this is the last time the work would be undertaken.
• Staff has requested the project be placed on the Jacksonville Office work list for the past 2
years and have been"denied."
• The next available funding is for 2017 and the County continues to work with the Agency
and Congressional Delegations to address the issue.
• The County has submitted data to the USACE indicating the river does promote economic
activity for the region.
• The issue will need to be addressed and concern is the County may be required to maintain
the area and the cost of work is generally$2.6M per event.
Appeal of FEMA's Deobligation of Funds
Mr. McAlpin reported the County's appeal of FEMA's decision to deobligate funds previously
allocated to beach renourishment work was granted in the amount of$9.9M+/-.
IX. Old Business
None
CAC February 19,29016
VI-1 Approval of Minutes
5 of 5
X. Announcements
None
XI. Committee Member Discussion
Mr.Penniman thanked the Coastal Advisory Committee and Board of County Commissioners for
assisting in the renovations to the Naples Pier. There will be a celebration for the reopening of the
Pier on November 13, 2015.
XII. Next Meeting Date/Location
December 10, 2015—Government Center,Administration Bldg. F,3rd Floor
There being no further business for the good of the County,the meeting was adjourned by order
of the chair at 1:37P.M.
Collier County Coastal Advisory Committee
Debbie Roddy,Chairman
These minutes approved by the Board/Committee on as presented or as amended
CAC February 19,2016
VII-1 Staff Reports
1 of 18
COLLIER COUNTY TOURIST DEVELOPMENT TAX REVENUE
FY 16 TDC Revenue Report
31-Jan-2016
I
Descr FY 16 Adopted FY 16 Current FY 16 YTD Var to FY 16 YTD
iption Fund Budget Forecast Forecast FY 16 YTD Actual Forecast
Beach F 183 877,600 968,134 213,164 230,935 17,771
TDC Pr 184 6,881,900 7,592,151 1,671,645 1,811,006 139,361
Non-Co 193 467,000 515,213 113,440 122,897 9,457
TDC Ad 194 2,277,800 2,512,909 553,294 599,421 46,127
Beach F 195 7,218,100 7,963,096 1,753,320 1,899,490 146,171
Disaste 196 - - 0 - -
County 198 1,883,500 2,077,941 457,522 495,665 38,143
Gross Budget $19,605,900 $21,629,445 $4,762,385 $5,159,415 8397,030
Less 5%Rev Res (993,200)
Net Budget 18,612,700
Collections
%Budget %over FY 15 %over FY 14 %over FY 13
Month Actual FY 15 Cum YTD Collected to Date Collections Collections Collections
Oct 794,682 794,682 4.05% 16.04% 38.23% 26.57%
Nov 1,003,722 1,798,404 9.17% 3.93% 14.57% 36.67%
Dec 1,320,636 3,119,040 15.91% 7.00% 25.00% 37.68%
Jan 2,040,375 5,159,415 26.32% 4.65% 34.21% 59.85%
Feb 0 5,159,415 26.32% n/a n/a n/a
Mar 0 5,159,415 26.32% n/a Na Na
Apr 0 5,159,415 26.32% n/a n/a n/a
May 0 5,159,415 26.32% Na n/a Na
June 0 5,159,415 26.32% Na Na n/a
July 0 5,159,415 26.32% n/a n/a n/a
Aug 0 5,159,415 26.32% n/a n/a n/a
Sept 0 5,159,415 26.32% Na n/a n/a
Total 5,159,415 5,159,415 YTD 6.72% 28.10% 43.40%
2ltY trt"? �""'',
Budget Comparison
5 Yr Collect 5 Yr Collect Budgeted Actual Budget to Actual Current
Month History-Cum History-Monthly Collections Collections $Variance Forecast
Oct 3.45% 3.45% 675,933 794,682 118,749 675,933
Nov 8.05% 4.60% 902,319 1,003722 101,403 947,435
Dec 13.87% 5.82% 1,141,559 1,320,636 179,077 1,198,637
Jan 22.02% 8.15% 1,597,029 2,040,375 443,346 1,836,584
Feb 35.02% 13.00% 2,548,546 0 n/a 2,828,886
Mar 49.98% 14.97% 2,934,356 0 n/a 3,257,135
Apr 69.59% 19.61% 3,844,419 0 n/a 4,267,305
May 79.28% 9.69% 1,900,317 0 n/a 2,109,352
June 85.43% 6.14% 1,204,350 0 n/a 1,336,829
July 90.34% 4.92% 963,973 0 n/a 1,070,010
Aug 95.48% 5.13% 1,006,669 0 n/a 1,117,402
Sept 100.00% 4.52% 886,430 0 n/a 983,937
Total 100.0% 100.0% 19,605,900 5,159,415 842,575 21,629,445
Tourist Tax Revenue Collection Curve
n$5.0 -
54.s
f$ao ..
$3.5 7' 1
c$3.0
0
t•+$2.5
` Budgeted
8$2.0 \. �xa<i
$1.5
$1.0 - i. _.- Hip,-to—t
$0.5
$0.0
o z o 4 1 ila' f 1a 14-
i'
I I 1 1 I I
2/9/20189:18 AM H:iRevenue Report\MonO9y Sales.and TDC Receipts
t e-
o o w
N ao
a)
N
CO
765
LLL>
0
Q
U
(N (-I N N co U)
U? to ur rn 0 + H
0 H N at O C
U) a) US H CJI r1 CO <M U] H , U) U) a1
4m KC 0 RC M FC 0 s-4
0 )
0 O N41)
0 0 OE. 0
H H H H H H H
4al
O 04 04 al 04 al al OA
al al al al
• CUi) to CO En U)) U) En
4 0 44 1 4 4 4
>4
E.
u a '9 0 4.3
h h h h
>1
al
H
Ca0.
4.1 C4
• n
*
CIit
U x H 4 1.
E. * W al U *
* U) (4 i * *
H• CO w o p PIt�I 0 a H a: * a st 0.
a a d U KC 000 a) v d a 4 P.
< +H� 4
H Z H 00
O H
O
U
IX
-1al
4 � w w w w rw
0
U
W 03• m xx m :141 m r
h H h N f") h N h m f7 )'D 0
CP a) H U) d'
a to 0 0
H N
M U) N M a) - U)
U M U UO U ao U U) U N U U r)
U) W o) W 0 Cl H Ct) 10 W N. Ca) W w
4.4 O W C) U) A H Ca a) q d4 Q 0 0
O tp cP a! C")'
N M N (0 M
\ H
H
> 0 >4 N > d > co > N > > N
N O 0 O N O m O co 0 N 0 O
O Z C) Z N Z Z- N Z M Z Z co
0 G) CO O
CI N it 0
@H
0 E, H E-. 0 H (4) E-! NH 0 H E CO
N U U) U 0 U d' U to U d4 0 U
r) O H O ) 0 O (0 O a) 0 0 d.
A M U) a) Cr,
Cc7 N H r) N
rel
__ _.... ...,.,... Ali
i r
r
4
I
4
N '
r
CO O
N O O O
O M
47
ca ci)2
7
a)
LL >
U
Q
U
U) (1 U7 E C!) UA U) cr U) VU) H CO CO. U) Cl to CO in
a a 4.1N -t. 0 CV 0 CO a to H H
04w
4 4 w4 U) 4 er co 4 t- 14 o 4 en
E. m Fl 0 H w H kn (-4 ,n H E. H E-+ u) H E. at
0 0 N O rh 0 in O m ) 0 O er O w O O in
H E. m E. E-i N H H (.+ N H N E. E. H
m I en
H
W
a
a 1 w w al w w w P.
w w
U) U) U) U) Cl) Cl) U) U) CO U3
0 0 0 0 0 0 0 0 0 0
c
w
E* 0 ,a a a e.7 0 , ,.a a a a
D h h h
o
C)
U
4
,
Z ,
* * >4'` �+
>4,� 044
CI* 6. ,...` , W * U H * S:
a *
E a o04
ctiI H a
Hs 0 H 2 to a 0 H
r4* i, t It I * * * 1a * * *
,
H ,
Z
X
tg
14
H
a
a a fi') CO N !: :
in , N : N in
U atY1 w 4 endr in U et' U [- U U in
w W U) W H 41 N W m 14 N W H [i) in W M CX t'z} w
H O H q N C) CO 0 U) Q cn 0 A H O N 0 0 a
a w in .fig er N
N 0 H r*)
\ - H H
H
a > N > H > H > N > N > N > m > N > > N
N OH ON Ow 0 in. O N 0 O ,N 0 PI 0 O N
o Z Z w Z a' Z CO Z CO Z Z as Z w Z Z r.1
M CV N 0\ 0
0 0
2H
. H U) H N H N H M E' N H E. N E+ CO H H m
,^n U U m U N C) en U in U U w 0 at U U w
r' 0 O o O N O N O w 0 O N O 0) 0 0 er
0 w U) w , Uc+ , in
U) in , I t-
al 1 r
N 00 lD t0 CO N N N 0 CO N
a CO 0 V10 10 N 10 N N CO N ,I
C.0 Ch N N N .-I 0 N pco O1 cr in 0 M
O O O O a N n N N CO 01 N N CO00nn
0
01 111 N M
CO d O a 111 M M M to) 0 M M a u1 N tm/1
Qj u V' Y N N N H to 1d V1 W V.I. 1 N y).
NCCS
N ce
oW N Oh •i~= m O m N o u
r co ry o mton-
cri
d_ H N N O N .ai N Ot ry N
a
in v v
LL Vf N N V1 i/1 N LN1
U .n
Q
U
10
CO n r o m m m m O
z c.ti .n. m. ti .tea O N n M
O1
a N V1 V1 -0 VI V1 N V1 NN Vrvf 4
N
n
N lL1 IN CO
em en
..-1
o .a. 01
a 0 VI
amo m
oo
OI v' m ai o
IN. e
N N V1 V1 - N V1 - - N i..j
N
01
nao v US/ ID m n 01
10 m m Cr n m m n- 00i o
n Nm N O M N N N O
N N m M
us v1 H H H V1 u1 N v1 H m
N
t0
.°1. 01 m e 2 IN ID
o m o o a W.O
fIm m01 a m m m a v Lrn
c)N V1 V1 N 1.0. V1 v/1 N 01 CA
N
H
IIIIIIII re
OC 0 CO 1DNW
a
Za M
Z1, illO O ry o W 01 i00
u f:1 nn
nno m m .i g o LI/ in
0 CC 01 03 n O O cn
V1a W N '0 W WHh N NNNi
N h N iA N
VI
tifJ
J
O
U 01
CO
Gr no npto
rn noCT, a NtO ui mK } N . N01 01
CO111 / N aaNN1/1 AA u> V1 N N Vl 1/1
IA
N
(� III
r.
D
Q N N n tN0 N YNf O COW N ilml •
7 �D �O 00 a 8O o c ri V ~
rn en
ur H vmi H H H m t+al rmn O N
co
N i/1 i/1 V> V1 Iyj
{11
K 01
m �p n On o ry a N n CO m M H
o n m u1 o n m •
LW of ri r n o m r b W
m m O o o 0 N ry
U
iNA +.4 aNA N i/N1 N N irvil N N N Cr
Z3
N
N
CC
E, n r rk.n mtD $ ryw o
NN N N ..-4 .ni N N M O
Z L1 V1 N VI N N V1 N N N N N
N
W aro Cr
Oto Mm Nv N W COa+ NooMof n.
CO of N
G 1CO
s 1MI
4 c
N 1-1 O 0N N- N •-1 hVN VN N N VN N
rl
N
i0 n CO (T O .i N m a u1 iO
O O O O J
N N N N N O O\ ON N N N a
. MQ 0O ID
ONONpNpN N N N N- N NLL
03
00 01 1if1 .0 CO N Omi N D t~D .a
pp N
1' r0.7z N m 00 0 N 01 N N t0
CO CO CO Oi N N t- ai Lf; NO 01 .ti 01.
s 00 a 01 a N 01 O m .i 01 0 Oai
0 0- C .-1 N 0 .-I N N IA 01 00 01 N
C 1 Q M M M e 0/ r 01' 01 a V .-1 re,
Oj 0) to i VF VIS 4/1. N N t? N N H N N N
�Ct
a C�p
7 m e o a 0 Q N m 1O Ln
O
2 O O Oo OG O fNn N
toil oN N O O
LL NNN N HW N h ti
U In N.ir
Q
U
a
m ry n ao m tLn cn
°1n Ifl I,
m a00o00
m v
7 .4
7
N m o ry 3 .i o
CO
Q N 01
V. V. N IN N N N V. In N
N N H N N
N
ro 03 n a l0 .N1 00 m asa t0
N CO O n a M1m9 tp O O
m Fa N 01 fNV N N N
N
N V. N N V. N V. N N N N
N
N
1Oo0ry ry cm.-I N N m n CO oao m N nZ
ry ry a n .01. e-I ryN n CO CO
N N CO N
V• V• an of an .n of V. N an N'
N
n
Y o ln0 t00 Ill LelW o N m
a n N N b n.N CO lall m
m 10 m m 01 In to N
N N V. .l. N AA V. N V. N Q
I . O a
H O Ol Q N Ol . a O tD
CA
Q t0 Ol t0 n N O N
OL Q vl N m o al
rn tn .4N
oZQ Lo tiIN
N O n g
,;
H N
m
C w m ^ Nm m n t0 o 00
N n oQ u Q. o n
N O m 0 00 m O
N
W N N M VQf H N N N 111
J N
J
O
U to
el-
o W o ^ imppp o m N N
Q N V tNp
M T m
n 0 i o0, mnm co
Cw v m m a a .
LL .. V.
V. N V. V. N N a
N
O1
C o CO ID NN CO
lo v Na o m fQ N
rh
m.
am roN coN °1i ry n m a mQN
Q N N v V
1.4.
N
Can
ILI N 01 l0 t0 O ^al m 1/1
u1
CO m til w m w vai t°fn rn ro tan o N
W N N .00-1 O co co .'1
LU V N V. V• V. V. N N V. N N N
N
C N
H
C .-1
lal Q n N LO a 00 t0 l0 P
2 v ^ 01 Lo n vai o m n
CA
> .a CO .ei .Ni ... 1-1 .i r. rci
N n N 00
O i. V. V. u. v. v. v. .n v. v. 14
2 N
C nmNIr mmn m Ol Yltio Nm
m CO m a
mN ro ill ra
e+l,n o
Qm °rn . . .. m.. A-I IA
Q r. ui
v/. N N N N N V. WI'
N
8
n O O)O O NO N m Oa V p
OO O
�, \ N N O N N Ill H
ONO ON
ONO 0 N O
LL V N O ••
N
N
CO W 0 in N LA in n 1D tD n n 01 '7 O lf1 N
t0 N eV 01 to ISI
N O.0 * N N N 14
H N N N oci N 4, v., N H
N
co
w C
co(). W
W mmi mCO
or01
m uai O
1A..5 F N N 4 " N N Vnf N ln/�
1
0 0
Q
0
N 0
D a to co co
P c. N
0 ^ O v-I CO 00
W CO CO
N N N N imn N P
Q N N
Y r o til
$ N N N
n 0 .11ry OmNNnH N N h H n N
06
H
CO.
W O
2 T O W .moi o O O 1-1 n O
N N H N co
CO
Q) n vm0i voi, v m m n Q o N
vmi ibis m CO N
in 0, N in N of N
N
F
H 0- CON o 0o to e m M
C.? o m m m o P4o0o a
O W R v/Nf of VNfVI. LII
N of 'CO 1", N
J 1A
1
Z 0
QG V n N com N O m 01
u L v v `^ N
Q m 'CO
N VI. n H on O
CC g in in in '^ '^ in '^ N
W N
J
J
0
V y
Ken
n o N
C ES m N� N ro O N C
W
in 4/, in N N
W N
Y CD
y y t00 m $ p to CO p W 0
vmi vmi vni .n iD m N �o p^
,V� v%f ,jn N N N ,I
N
K en
ICJ
CO
n N n en
m0 ao- n 0W W mmen 0o S o.i N
to No m p^
W
in
V N N N iA in in +n N N 1n N
LIJO N
0!
W
to m o 0 m co to o 1+1
oi
'�" n u'fl vnto v n N on m
N N in in in tn. N in N y'
0
Z
CC
m CA O COM1.
9 n N N n O M N
O V1. N
to n CO m .+ m to 10 to ..
V- n o 0 0 el 0 0 1-1 0
e-1 0 0 0
Q N N N N- N F
�} O O O 'CO O N 0 O
tT N 0- N N N N 0 N ON N- N ~
N
Fa- O1 co vNi N a N eaa �^ N Q
CO co o0 2 N 01 N .al co n N N a O T M
N n.O Q CO , - a N 01 O N N N N v.
N
r Y N N N N N N N
asca 6.5 C
m 1 n - n ul O N 00. m N
FWF m .no e 4 o ."-, n rn .., co
> 6 N N V. v. V• N N N N N a
W N
U
Q
U
mrym n o m v o coj N o mn o COM
4 N Va. M CO' N N H N IA N C
a V^
Cl
/AN .FMi O CV
O N N N W
`,21
epi
N O.Vt
T n O N CO Yl O
M a O O tp VI
V. N N V. v. N V. V. V. V. R
N
2I .no 0 LL1 IA °� m w ano ro ti m N
N Vii VM. N h Vim. WI. r.
N n
H N
M
y N n r.N ln0 a N t0 N a co
aI a M a CO T W O
.94 ri
N V. N N Vt N . N V. IllN
N
F.
HO1
.� m .O o o .n .�O .o ON
co
Fr 00 CO N CO N 2 OI 00
el e N
O w < tiv Nv -i
u N N +rn N hn O1
N
F V1 N
Ill0
z 5 OpQ
O W U O N fn.f W O CO .� t0 n Q
C N n O N 3 M O M CC
U w a ooN
CC f ., v. , n � ti vCV
... N
W
N
J
J
0
0 a CO
Q m m n m N O ao " N N
CO m v a- o CO m n n
C O CV' a-. N N
U '1.
N .01. N VT V. 1.
N N N V. N
W N
3. N CO 0 N
In
j m m n m n .oID
m ^�' Na.
IS
2 N N N N vim. i/n. N V) `1 V O
Q VI r/. r/. N
N
C
0.1
W c' co .00. n CO 0 m m m 01
O
W aa/. N N N N N N N N N N N
Q N
W W
(p N N a VI .� n 0p 00 VI
f m e - o S (70' ?-I o m 03
ON Vel N N M L. A. N V. N U. N
2
C O
r:1n m. �:0N a CO o
va va in A. a▪ ° a v
O N
o .1.
. N Mati ID
O NN .NyNNNW ID
nO N
Q
O ON ON O O N- N vrl
i
N tiN 01
tiN N N O
N ~
LL N
N
in
Q IT 7 N 0 N WIN in
La N CO to
I N N N 00 N V1 ttoo O t0 a n
N O_ CO LO
OCrl) 0 N 0 N VOf t0 .N-1 ttOO ttO a
Q t0 1: n to tO t0 N 00 01 N N CO'
co V} V? H N N Vf N +A Vf N N H
25
y M
01 CO NQ m VCr � N N III
CO
O O
V 1<1
oo
u_> N N N N N N O V
W V. N Vf V. N Vf N
Q
U
0
• t0 o a+ ti m o N a
N N n O .N-$ r H CO h
m
I.
Dm V COW CO V tO
N m N m aG M CO N N VV1 N in
v) 01
N
M
11 m ry m a m m0 a LA CO 0N
N N
CO
N.
R tN/1 co co
M N CON.
m M V VOf to
N V> V. V. N v1 N N V) V) ryj
H
M
ryOCO
m rto on onm o m ID M
Cr
v v m m o v o IA tO N
N N Ul Vl N N N N N —
N
n
m m wO t0 m N r m CO N
Q 0
t0 n O O� Om N M CO'
K O M
vs N arsN h H vni N h CO
V N
N
F
m Nto Oa NO ON t0 OO m t0 COvO
W. >- KI n O O tp n - W O tO N
~ e N m m N M Q n ONt N O
z •
F N V1 V1 all. U) N N N V. N N
O vt
LI
JU VI N 01T n Vnm co N mm N
O V 0 7.01. 0 1y
ti mO O tCO
0 N
W h in N N- N 1.0. N VT N N
H
J N
O CO
ro a m N m CO orA m Lb tt0
CC j o NN N o N N m to .-1
CC n N n O\ N M .ni O tm0 a
0) CO 1.11
t0 N Cr N - - -
H h N N N N O
, N V) .A 'V1 '1H
N
N ro v a
N
>. 0
mNQ 2 o n N oOi n N G
`, aD v SI 0-i. t053 m oM
Q tiNN $ vin
H n
N
01
w m 01 CVO n n n .. N ... CO tai
m N N 3 N r- L 1/1
b CO VNi Vmi • N
t0 Ot N N O Ont
U O Cr H m m m N c vMLb N al N
Co. in N N iA in LA'
N
t0
W N t0 V 0 0 N M O W to
m ro a m L m
•',7. w m m n• n
Wcc
N W V N m L W 0
Z N N V UT V) N V) N IA. N N M1
N
co
0: m n 0 o N 0 O 0
Lf,
OIN o N N- W Y1 n to
o m N M m
G m aal
NUNt N N M t0
U1 V. 1.0. N
N
1 t0 nN M N. m 7-1r N
N ro o OO N OO Nm
Q0- N MVVOQ OO NO
T. N ONONN O N P., OOF
N
01 N N lO N N 0 a-I N 1.n00
co 0o a N 00 00 m m a In N t0 10 '^ 01
1- N t0 10 N L.13N N UI N m 'y00
M R
H a
N t,-
N O1n N N M 0o0 moo N N N 4 m
0) ¢ M O N N M KI O1 4 - N
W
N N N N K LF N N Lf V} an. N �' V.
CO cA
7
a' A
N 0 m N o m n N m a 00
U-> gO o m .. n `iO O
U W n o to rri L
N N
Q
kJ:7
U in
i^
CO
00v
? ry o n 01 04 0 n M 0 m, y
a N N N N 00 00 N 00 1/0 N n
N
N
JI N O N O rn n M S m R N
t0
m to' o g g o+ m 0+ Li 01
N ;Et
.00n .n H .A N N N1 LA U1
N
V1
03
n ry F..3 a a0 o a m
n4 in n1 tO
N 4 2o e ni
N
ZN N h N .A co N a
O
V
C
W 'ti
J ryaa .. n N W n NMO a $W .4' E' ary r0;
NnO m mua
rcg
m
N an N +n N h N Vf N N
H
0C N
v
~ W N
H G J N O n N '4 8 8 01 W W N
g m o 01 o Ln a
0.
mD ' S o a 2 nm -
O ; N N h N N h YN N
N
W N
} Q
Z O J `°
I- = m n 'iQY ,4 . m o .i n o CO
U 0 a Nm 9". KS P.74N ",:i
w ti
mn
amoo ni : t
{l n N
J
J Q
O Z ry m N
LA Q LA m 0ry in o a m O
1,
N ni m CO- m n . ni" .-1
0 m n ro m [ 0 m o 2 m m
c- u N an an N N 00 H N N N 1-1
4 N
2
J rvo
m n 0nW N n N 41`.°
m M
.. 7N n
Q °Dvnn 0o ;
IA o o va 8 AZ Z o0 00 1
0+
Q N H N N N N N N .n to .n 7
N
lit
1 m ap V m N N '2 1jj
m n O N b O o n ry
u e2 ro oO N n o O h O V -N AlN
V . m
0 N H N .n/1 N .n/1 .mn N N N N Cr..
N
r N ~
f . N n 01 `.i on a o n n,viti
j vMrvi o o°io N N ry m m n m O
W
O .nw H nwiH s n
H
2 NN
N
El' E v 13 m m m `" m m ao 2" N
N
e ~
M y ry a N N N
Q H N 1/�
N N N N N
H
g O O co O O N , .1.-1N l0
). N O O N O O N N N 8 2 Q
a o 0 0 0 8 O T 71-; O
yV1N N O N O 2 2 2 8 2 2 l"'
N
m CO W CO a 0 0 N a , w
0 0 a N N N M i N LA CO
_ 01
O O- Cr N d N 01 in N N LA a Ui
C M N M N MO O _. N N mN O.O V* V N 4AW. N in N N 1/1. 4.4 NO W
L'(6 K
f6
r en
$ m o m `° MLn
W .Ni N .+ N H W m
LL > w vt v. .n 1" N N
N
U 'n
Q
0
7 to 03
ti m v O NQN ~ V
in
4.4
O Y Q C
7 n
Cb N cn
n W N n M N
N V 1/1 N H N N
N
N
IL
l y Qnh 8
0
Oh N N v n mN 00
m 0
Ntri
r1
1n
CA
8
Y O pp N 8 0 W N O to O
Q Yl W N 8 O N W0 03
2l .. +Nn +n . .. vQi V) VI. V1 N
N
i-
i—
i—
Iii
HV1 W
D
¢ Q men O o Ln Q o ti N
Q nOWH M ill H N NN N H N
C
Z a
ce
S Q uK nn m N e rm o Qmm n .1 o n
v e v c N CO' n r
C 2 V.I. N V• N
VI V1 N IA
{y 1n
J
-J
0
U m
n m o .n o Q Q m
a a m vni m m n
co
ry N Cr
LOW u. .n H .min .`i. an. vii VI. +n .n R
W IL H
C nN
ZQ m 0 to N
m W m 000
m i o
n 9 n c om n j 00
sti VinNfi
N N.A NVN N n .n
in in m
N
W m 8. n m n m .m iOi PmWn m $ a o e m u)
Li N n °uti N QnW
i v . r1o
CC
CO
CO
f m N Si N `$ m ao rn n coN
cc, N Q „q
O N .n N .n .n in in 6 N V) N r♦
Z N
K O
CO
e e F1 n N �
Om ,
iCO nH G n n .n • .n n. n
r1
O N
/. O ONOo mO o O N m Q ry to
ryY ON NO O\ N Li
FN N NmQ OOO
CO
NON i gy-.NO1—
Cr. N N N N co
Q N M CO M .i N01
N 01N
01 N N M
CO NCO
O N N 0 0 O1 N 0^0 en
C
J �: p to La N v to ..-4 m .M-4 o a
O O OC 0 000 N t0 O N N M en 01 N O
N d O Q 4NA Vs i, cocm .'1 .-I .-i .-1 .-1 .-1 en N
O N N N N 4/T N
CO X 1 j to
4-
C....co K
co ejj U.I0
0CO
1 1-4 en
M7 co
Nti D QW O m Q O
N
F- N 14
N
0. an Vf N N N M. N V, N N N
U en '^
Q
0
1.M m 4 Q o N N oNo n on co
MO LI, Ol Ol N N Ol Ol n Yl N
m H .Qi .n-i .NH YOl .. .Q+ eN'1 m 01 N
4 an to an in in N N N in in N
N I
N
m o 0o M .-I N m 0
} a n o m o n n n N
.n-1 N .m. .m. m m a n a
N N V, a/, l/s V, Vs N N a/, CO
N
N
cutin .o Q r�i •D m N .o N
Z N b CO N V .n-I Onl a
O md T l0 N n n O N
N N m N N CO Q Q N I, N
.., N L, N N N N N M
N
Ul 01
m t0v0l7 .n Qco1On0
3^
f coL.-, nno-,i aui Q .O
.n O O
Vm1 m elM
h N N in N N h N N V, N
N
-4
re .00 Q m ti N n . .c N
0
Q ry m CO o o m m .�
m INM n1 CO N
Q N mNN NF N U, M 4,1
H N
CC
O _ N
F Z_ = .n m Q n CS
ro m IC/
oN Sm
co
un m .oN. ry MZ O ti N ti 'Ni N IN M
Z N L, to Lto 4" V 01
N
U u
00 m
LLI
°C Nta Oo
01
CO No4vCO N
COJ Q i° Qo 4.
K „ i.O LL OQi 01l 01 N N g
U a1. 0, as M.
M N V. M �y
N
al at 4 4 el
WW � NoOf M mN O O -
D LO ui
N N N N M aM/T tom/, CO N N N ~ 11
01
N
K N
al N
CO
CS
ao S m m n 0
2 cv n .ND n W n N O M .Q-I Np
N N N N N CO N n 7
ILI U N V. !n 0, CO N M M h LCI N
o N
W VI
CO m n a m .n in to al N 't IA
2 N Q Ol m Q N .O n n t
I.0 .Na N ni 5 5 5 5 ni 5i 5
0 N to an aA N N N aA N am/, am/, N
Z
rym
to CO T Cn "'
VI 1,1
IN
m Qn .c O
0 r:
~ N NN
O in. in. N CO N Ah N
N
to n 0 O .-1N .mQ vW O O O›.•' N NO
<
N N ONO OOOOO O 5 O
LL N
9 0
9 9 9 0 2 H
N
Q
0 1A CO 00 CO N 110 1O 0 N N
f- N CO 0 O CO 1.11 Y1 N CO N N n
CO O O 00 • 01 1A N N M CO M tO N N
O 0 CO fat
M CO CO CO CO r. M 1MA N R
CO O_O - N N N N N N N N 1-1
CO
�Ce CI
s N 1/f N cif IA N VL N an. N N N
O
f6 co C
to N
CO 0 01 41w
CO
W15 Wti m mvro m n mm
Lrti N
> L Vi V. V, v. +n N n .s IA v. N
U 'n
Q
U
j N -. v0ii e m a a v O
W m to N m 3 n 3 m m 00
N N M N N Vf N N N N M
Q •
N
O
j' ;CI
aN01
o m ovnID
0+ e o -iO
7I -
vsv.. V) N V. Ill. N of in v. N
N
O
+ v O nI.
Z m tm0 n V v2l m IA W m 01 cr
? N V. N V. N N 8 N 1/F ��/. 111
N N
N 01yyVI o 00 v m21
QID
WID
N N O O^ 00 0 9 COCO
N h N V,,. v^. N V^. N N N CO
N
cfo
71.. fN0 N N 00 N O N m tO 1D
�Vl pp[, O I� m 01 O N h O� 0
I—
Q M f�.f ni
y ni
NM N tEl
Y v, v. an U. N N V. V. u> N CO
_N K N
2 a
O CO
Z LA n m N".
in ry m O
Fe a N m
Z = N N h VNI
l h tN/. VN. N Vm. in CO et
0
O
u a-
ce
ce E
J▪ i../ '4 V a O m N m N o .8
-J in 0. O O 01 O .O N ,-1
0 CZ
U CO N V, N V.9-1
h H
Ill iin in N in N
LL H
r 0 00 N m 0 VI 00 m 0N
Z o e N o .n n rn .o N
Q .� ~ u, in .a .� N N tO
L N NN N N N
C N
m N N 0‘.8
0 0p. 00 t0 O 00 0. N
W .D N W W n N V .N�1 O N N
W N N v. H H N H H M N CO* N
G N
C
f- Q n N N 01 40Om O� 8 m N 9 RCON N
IA O
o to N ac, N N H N an N N N a
O y
2
CC Ch
m CO mN 01 N COm o 00 o m o+ N
p o .n aCO m
01 N05.
O
Gp VN V i.
N N V V N ti V N ,Ni. N
Q tO n 00 m O N Yl tO
8 O O O .4 ti COm J
›' N N N 9 N O N N N N Q
.�4 0 0 0 0 0 ri
0 m a ~O
17. N N N l9V f9V N N N O O N H
01 N O N N 0 N M N a
I- t o co IA
N 0 a o CO m a v en
00
co Cl)CO N M CO t.1 CO01 N M N CO
aaa} V1 01
O O - a 00 CON 01 O co CO CO CO N N N
N O.O re
w O O 1"1 N N N N N N t. {�/�, N
O) Y VY .A V} N V} .A N V1.
OK CO
7 m m ..-1
c.1
e o m W
e- 01 •o m N N n Q 0 00 M1
N— w CO m o LA 01 O0i Imo v0i N
UI Cr N V1 110 N 00 IA N VV1 1/0 .nil lA'
U I" 4"
Q
0
CO
ImD oml N Imo N LA
N I^l1 4 21°)
LT;-.1
O N
O N ID tp^p N 01 ID I'S
M Ol
Q H N V. VI. N N a00 Vl 01 V^1 VSN
N
00
m m N 01 1. ID ti
�I O m Q ill uNi 01 coo 0TA 00 .4 N
N v ri vi m to
I$ 3 n e a o, ,i . n n r. N
N Vl 01 N Vl U-I. M N V1 111 tD
N
N
0 0 ti m n ry o N N
ZI N N N I. m
O LI of m ni 00 1� ri Oi N
N N ill m K1 CO m 1.
V01 00 N N .0/1 N V1 H O V01
1
N
Al
m ror
m
no
IN
NNT.
Nm '10'11
LA
v
•
•
Y21 aN N O M O CO N N OIiO a
t0
71
Vl L1 N N V1 Vl .A N VY V1 N
N
N
no
_.
0Io M Cr
O 0
Io1m IDO on NQ 00.1 N..
r.: Zr''
01
00
to
.2 nn CO Cr v CO in 0 N 1/1i O
( ~/) Q N N N VY 1,, V1 111 V1 N N Co
2 N
D J
O 0 LO Q1. W M
T Q u 1Q O '-Im No m Cr nN c
y� 4-
a
00 0p a ao
Q u01 vel N N O LO TO O M
Z W N V1
o O N N V1 N N N N V> N N
U =
U
0= M
W Y 01 m o o Q N ID m Co
J Q N R Ol N .~. 0 CO N V 0.1
ei
- N I O tp O M 0) N W t.1
U ce
m .-1 N h A TA
01
N )O N
U. N V.I. N N VT AA in .A L1 'y
.n
m N ~
Y tD CO Q N Q N m N lO
QN O N m .- ^-1 N 0 CO O
0 2 l0 ay� N V ti 1D ~ ri co N N
Q N N V01 N N 01 V^1 Vol
0) Nm1
N Vl N
H
CC
UI
n 0 Cr N 01 CFI to Cre.
m 00 'Ili;
T 01
2 I� h of O ID .-1 W m N
Lo
ILI N 10 ID 00 N .m. N Ip N NO tH
V N N ID 0 ID ID N CO CO m 1A
G V1 if, N N 01 N .l1 V1 V1 00
N
CL
O1
m CO 0
ID 01
'P71 m N m 0 N ro
0 ..
2 Q o 0 Cr ID to N • 00 N
j 01 O O ImD v�1 oml m Imo O Nco
O .4-
AA N 0 N Q Ill 0 N N 00
Z N N ./1 ./1 in N N V1 VS
N
0
CO N Q to 01 CO ID N Q 00 0 N N
m O N 01 N N V IQII N T.Cr
O 01 N
G Q 0 U O) M
IN mIll
N
.Qn .mil Q .Qn Q Q
O tn. v. Vl v. .n ti .n L1 v`
H
CO •
0 n 00 m O .. N 01 Cr N Io
0 0 0 0 ..
Y fOV N 1:: fOV N- N ON IN IN O O O N Q
Q O O O O O o TY
00 TA
T. N O
T. N N N N- N N N N N N I-
N
I g CO N N N m 001 tN0 N dN' $
00 N
CO N CO00
O a 01 0 01 N M t0 N N
J t0 P 00 N t0 CO M t0 O uj tO
O O w ct m a N 00 t0 00 CO N tO
Cl d 0 R H ti Fl Fl N .-I .-1 ti .y .-I N ri
Y N N N ./1. N i? .A N N N
f6 K
7 m o m Ot no m o .0 oo m
a W oma. o m co, co o n n. i a1
N N N i%1 N H N N N co' CO
U N
Q
U
LI,
H n .n n o .o 0 o M
7 'a m .01. .an n .n. m < CO
Q N N V1 „,-,. N N H N ./1 N
H
N
0 o m a• m ,a m .n .. n .ti
Y .. m v m o m o m Of
DI n N co at 00 .D O
N NV1 N N V) V) V1 N
N
N
co Tt o N O m
n to in to
oo . . a '~i 0.0 o . ,.,..1 ioco v O
� nO N N N..t N ./1. N N N N V N N N
N
nQ�
Ont m W 00 O CO� N co in O
Qm .o o m m m m n o0
EI N M.
. . c.4 co N N .N/1. m nN co •'1
A ..V1 .. N N
N
f OO va
N m O .O .�D W 01 M N
J a m m
'CI?: m o N
CC Kofi
m
O J Q N N N N V1• N N co co co N
Q N
Z F
O Z Mt
V N0 cc O lNO W N O N O O ~
O N ..
Q O O1 41- W N c.2:
O N N n
W2 N N M N co til h N N M
J
J
O
✓ Y M
Q m m m o c a0o n o �f 1 OOp
m o m a m o m n o
m vni ti oN .n. .n. ?-9- `,1,5. .ri PA m
tu M Vf V) V) ./1 N N N N
u N
r.
03
aaZ en ret m N N m T .On V n .o at O
je 6. 0 Vo 2- .N
2.
M; VLf V, VI. N .. all. N
rl
K N
m n .o N n n N v m O N O N
o m m co N a m n m m W
V m m n ,my - o2. at oi O
an ./1 y1 N N N V! V) N N
O N
re
m CO
o .. m al .o myy o m n ...1
E N lmo N .NO i/Ol co W O n
7 .NA• N H H N .N/� .n/1 W T N co-
CO'
2 N
ma0 m m ti m 2 n o N M
O o m oo 4 Ot a n rn N N
G wni
toQN V
t0 CO O
JYO SNN O
O O
ro
....... _
to O N � N OO O '. N .
LL 9 O „OO
N N N N N N ~
N tp
n N N 01 N N a LO rb O
O .y aa
N. n N 0 LII
Cr ati
co co M N t0 CO O N • 'Cr Wi CO
N v v N N in tGi/}N N
O O.- a N N N N N .-1 '.1 01I-1
m
N N O N N N 1/). N if in in N an
W Q .- >
a^al C
co(n W
nWNON N N N NO N 00N a in.
U H
Q
0
a
W0
A. m tary ry N N mA.
epi e. M
O1
tn. 14
Q N
a} N
JI W 01
C11N l0 CO A. v.N h . el N M
? +n in N N N iiA in N .
N
W 00 W N N m t0
A. 0 1. N CON N n
VI
O IA COA.
▪ v. iCV ncl. Vm. in tan O in N 1.
H N
IA
CO
01
03
IA
A.
rn inn IA
.,A, N in. VN. h 01
N N to N N
I-
r
r
in Y _
0
m N r. mO
cm
Km NO aO O mm Nm Ncrl
jNN N NO
s 4.O d N h N V ., iaNr W
O
Z =
W co
o m u m " a 01 0 o Om~. N
C n m m g m n n rr.1 l0
ce
H in in N N N N in in in N
W
J
J
0
U z N
4 01
O N m N CO
0 CC N Q Oai R W T CO N N O
W i/T in N N N N in in in N N
LL in
C N O asa N pip V 04 O T NIA
0 h t0 O N t0 m a M ▪ N NN
N N N in inn in in 1A N N
N
C
It a nl
IA a n m CO .�-� vmi N
0.1 iNIA
N/. N O N a N ' "i N
✓ H N N i in u. in 14
N
G
C
co N W W ti Q O N N O n M
CO
l"":1 M WO
ON N N N N N N N i/. in in N
2
C i
• N CO CO
t001
N a 4 N N V. inn o N
G in n n n v
0 N
M' .D
Mt
QC17�1 m O N CO N LO
OnO O O O O O O OO a
J
N N F
OOOO coNON v.TA N N N N O
NN1..NN— tV N OO
(0 N W
a— r a-
O 0v-
N Q.0
O)ce O
as
7
a1
U)=
LL>
U o 0 N a 0 ao mo in a w m
U % M M n uiDi N m m N a o
o M N N ni OI v o or IVet.-i °:
N N N N M M OaI 00 N CON Ln i•
an N an. N I N N 0 N N an N
aA m ti '^ H '^ H aA ti N
I
v m ^
H ^
N
N
011
yy
ti N H +A aA va ti H �V
N
a N O m
n n m �
an
N ^
N H N n n N
N
mo ma1 aa co
n
O
X o aa0 ^
H aA ti ti ti H H ni
H
An
el
m
ow
oz
V v)
K
W y y y
J Q O O IN
O , a ,De
U m A N all N N N N IA an aA
LL aN
t-4 m rnrn cr .
Qan an N an H H H in H N In
an
g ti ti ti aA ti N $ N 40
000111 H ^
al
an
N N N m N N N N N b
v
N
m g b
G A an in .A .A .A in
O in.
°
Ft
.1 o o n 0 ry ry ry ry Ul n Q
H
8 8 S 8 8 et °
n co In m 0 -I on N m 0 00 r1
a In l0 N m N .y aa N m .N-N N
100 IA CO CO N N m a CO CO
CO LI) os 4
6. 6. 01
0 0 CO O 0 .-1 01 01 in 01 n N N CO0Cr t00 N
N O W N N N - .-I .-1 N N N M N N
Qj cu Ce T VT N VT VT V! N VT N N VT H
a'CO
CO nO
Nj ry b O ti)
. / HV ^W m a v N
o
L
> LvMi vii .pis v`^i to
v. 1/1 ill
N .O1n N
U N v.
Q
0
r.
F' n V N 00 01 50 N N N
7 N W O O N N N N N
W n N 1.4 T to N to' N t0
4 N N N h N N N N VVT N
N
CO
t al E to
co a cn
m v'ai rn
tiOilto
ry
n01
t N
1 v01coCi trn .8n t0 N ttoo n W m
in VT VT N N N N N VT In
N
0IL
O O O- W 000 O^i C to
8i O N
=I 111 n C m QN tip n oil
."I
VT VT VT VT UT N N N VT N In
N
N
(0 (0
> n n M o a ry N( al
00 0 n n
N
1,1 Oi
m .- N Nw V1. I NVN VT N VN N
14
N
N M to o N CO M en
.p tp N O C N
n N O- O co t0 0 CO 00rci .4CO 1
Q M M inn N IMn co m en
Q N InN N N V• to. H N co
ni.
>- p H
F J
Z W ,I
0 V co N CO o n to
.M-i ;21 IN
.-i O n co
m co
N
U Q5� tp O .,:i. I� N t0 CO N N Y1
W .co
ten 0vei0 N Vhf N an IA IA VS an.CO Wa
anJ
J
0
V CC Q N M N a en
03 O0 N O 0 pNp O m
0 n v
O
7 m
M N V m m N :zit.,
n
CO LL N N N H N h N N H 00
VT us.
H
0GCO
O
Q 0 . (00 011 N 01 Oil 01 M 00 00 N
7 CO' 1 M m O N N co .0.1
CO 0
CO N c9.4 CO CO
CA a
V N
N
m N cn
O nVa Nt0 O N Qo f O M
O co
U n Ni.
H H N W.
t0 CO M 0
01.
i 3 00
0 an M M .n VT vi +n 1
W N ...i
m v1 co N co n o N N
f W T O in n N Q t6G n M m
> c^n O m M W 01 N N O1 W 001 01
O VT V vT v. tel. VT VT wt N
z yr
m N b CCtl
O ce to M n N M N n CO In
O CO M co m ao o co co o n m Ni
O CO CO 0.
N cri
N to UT VT N N N Vm1 co
m
N
CL
to N apo 01 o .+ N M ti v1 to
O O O O O C9 N- CO N N ON N ON N Q
0 0 0 0 CO 0 .a .N+ m .v-t M O
W N N N N N N N COV N COV ~
I
0, N .-1 t0 N N 0 N N Ir 0�1
u1 a0 00 m M v 1n N 1c to CO
CO CO CO N l0 tO .-1 l0 N N 1n 1-1 M a M
F- N T V tv�f .moi T OM3 M W 01
o N o 0 -1 CO N 0. M 00 M CO .-1 .-1 .-I .Ni
d W M �Y d: N N M t0 o, N yNj
0)Ct rl N N N N N N N .-1 N yh ry
r VP of N N iA in• N N Lf 1 H
m In za a
3 mcn .0co n n m meno
en
ino N N M
co a
a 03
U. t N tt0 co N N Lo m O con
Q N N in VT VT N N N N N t0
N V>
0
oo
C -m oN e mb NN mO tDm tDc
pjnNo a o o ao ou o v
v. O00
0anyn innWaT in
VVa
al
W N
CC
J
a O m N m t�0 M O On m t3
LLN O IN O m n m W m a O
W M V o W W n M m m 0101
J n n co N of t0 n co of m 41
WI VT N VT VT N V, VV UT V. 4"
Z N
H
cc
yy N N n N m cQJ cn
en in
O co a O1
Q W N 01 N m in
m CO V1131
Cl. Z Q r tp Oo 01 (J a tri N N
W Obi 001 W n co Ill
m N .-I <
VF ur V} V} V} N -tn. .'I 31
W r
J a 01 m . n N co CO a O
co N
O W in 4 N al W X49 n tmo m W N
Q o r ai m la-
in r rri vi g
cM
G in in in N m O 7 W m
ha h N N h vVVl ut N
4"
CC
I— W N
N Z D1 co n N t0 N N O1 O1 co N
H
On v1 Obi O m to o CO a G
J GQ
000 vn O t.6V la'
�1irN MM n 01N
CO0W N N N N N N N T o a 00O NN — NN — NNN —
N
H
I—
Z O W3 to •
N N en
H p = ta0 ON
01 T.
n .a- n N m O O
Q U m CO CO CO .+ tg 0 m
W = 0[ fl 005 O of N tD in' to N vi co
0C N m m m o o m m co o. v1
N N NN N NN N r.1 M
W K N U) in VF N N N Vl Vl V. N
_I Qa w
—I
0 > N
U = r 01 0l N N CO N N m O O 03
n. CCCI < N T N 1Ni1 m m O ID a N 2 a
ce m ui
M N tail W O O N N ri
01 ...iO co n 00 Ol to to tD C O N T 31
cc
az
WN .4
4
.4
N N N N V} N NVNN NVT HW
a
cg
r
CC N n CO00N to coN N a N n m 01M
N Q co tri o r r Di co' to o Oi o 0
M z o o N .N-1 0 0 0 N YNf Oal o
a N e
Lri
z. 1, N in in in in in N VI V. in N
N
ZC m N W a O1 O1 0 o m lin
p ° n o m IID D0 o N Nicia O 1n
U u.a M cri N o m a 1n N h o N m 03
N
F0 N 4" 1/1. VF VI Vr Vr N VT N
Z VA
W
2 .y
CCW a Co t0 m 0o 0 N T n 01 N 0
Q CO CO m N N N e4i On 1:. C';':/
n 1`..
M
0- IM
cri vi ai tri tritri vi 0 0~0
a Z to
N N CO
N N v.
ID 14.
N V) N VT coto cri
1^ N
in
aa 1\
N N
W CO N COCC N tto a In M to O N 00 1n
CO ,n.. a t0 CO m CO CO CO O1 ao tD N
O 0i. vi m aoN. vi r.... v
cn M
Q VT N in in cn
1 N VST V } Vim) in VTto VT in
H
CC tD n co T O 'i N CO a N to
Y o O O O o 1.O o
T.
o O O
N N N N N N N N N N N
0enin
0 0 CO O O 4 .w N O
3 O O O O O O O O O o O F
LL N N N N N N N N N N N
CAC February 19,2016
VIII-1 New Business
1 of 1
EXECUTIVE SUMMARY
Collier Creek Dredging
OBJECTIVE: Update the CAC on the status of Collier Creek Dredging.
CONSIDERATIONS: All permitting is complete for the dredging of Collier Creek. A bid
package has been prepared and bidding is underway to dredge approximately 12,000 CY of
material. Bids are due on 2/22/2016. Dredged material will be pumped and placed in the Big
Marco/Capri Pass Borrow area. A 12-inch diameter dredge has been specified as required to
pump material to the borrow area.
Work may be completed before turtle nesting season begins on 5/1/2016, but the permit places
no restrictions when work can be performed off shore during turtle nesting season.
This is the first step in creating a master plan for Marco Island's Collier Creek. This dredging
event will re-establish safe navigation and allow time modeling and the development of a Master
Plan for Collier Creek.
FISCAL IMPACT: Cost are estimated at$450,000
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan
related to this action.
ADVISORY COMMITTEE RECOMMENDATIONS: Update only.
RECOMMENDATION: Update the CAC on status of Collier Creek Dredging.
Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning,
Impact Fees and Program Management Division, Growth Management Department
Attachments:
1) Permit Modification
2) Bid Package
CAC February 19,2016
VIII-1 New Business
1 of 4
Zvp. DEPARTMENT OF THE ARMY
4'0 JACKSONVILLE DISTRICT CORPS OF ENGINEERS
1520 ROYAL PALM SQUARE BOULEVARD,SUITE 310
,11 11: t.,JFORT MYERS,FLORIDA 33919
/ REPLY TO
ATTENTION OF January 26, 2016
Regulatory Division
West Permits Branch/Fort Myers Permits Section
SAJ-1988-00290 (SP/MOD-MMB)
Modification-#2
City of Marco Island
do Mr. Roger Hernstadt
50 Bald Eagle Drive
Marco Island, Florida 34145
Collier County
do Mr. J. Gary McAlpin
2800 N. Horseshoe Drive
Naples, Florida 34104
Dear Mr. Hernstadt and Mr. McAlpin:
The U.S. Army Corps of Engineers (Corps) has completed the review and
evaluation of your modification request dated 3 August 2015, in which you asked to
revise the plans authorized by Department of the Army permit SAJ-1988-00290, issued
to the City of Marco Island on March 13, 2013 and to add Collier County as a co-
permittee. The project would affect waters of the United States associated with the Gulf
of Mexico, Big Marco Pass, Capri Pass and Collier Creek (Collier Bay entrance). The
project activities are all in-water, located within the Collier Creek and Big Marco/Capri
Pass borrow areas and the pipeline corridor between them, in Naples, Sections 5 and 6,
Township 52 S, Range 26 E, Collier County, Florida
The proposed modification would result in the disposal of material dredged from
Collier Creek into a portion of the offshore Big Marco/Capri Pass borrow area. (The
current permit authorizes Collier Creek and Big Marco/Capri Pass borrow areas as sand
sources, and includes the pipeline corridor between the two.) Specifically, the proposed
work includes periodically dredging between 8,000 and 15,000 cubic yards (cy) of sand
from the approved Collier Creek (Collier Bay Entrance Channel) borrow area and
transporting it to the designated Big Marco/Capri Pass disposal area, which is wholly
contained within the permitted and previously dredged Big Marco/Capri Pass borrow
area. For the duration of the permit, no more than three Collier Creek dredging events
are planned, with a dredging cap of 40,000 cy (or less, pending jetty relocation, which
will reduce infilling in Collier Creek as described in USAGE Permit No. SAJ-1988-00290
issued on March 13, 2013). In addition, the modification would result in the addition of
Collier County as a co-permittee.
CAC February 19,2016
VIII-1 New Business
2 of 4
The impact of your proposal on navigation and the environment has been
reviewed and found to be insignificant. The permit is hereby modified in accordance
with your request. You should attach this letter to the permit. The modification must be
completed in accordance with the attached 8 permit drawings (Attachment 1) and the
following additional special conditions, which are incorporated in, and made a part of the
permit. All other conditions of the permit remain in full force and effect.
The Special Conditions below are in addition to the Special Conditions included in the
original permit:
New Special Conditions:
16. Dredging Methodology: The permittee has indicated that they will use either a
hydraulic and/or a mechanical dredge to accomplish all dredging activities. A
modification to the authorized work will be necessary if the permittee decides to utilize a
hopper dredge.
17. Regional Biological Opinion: The proposed activities are approved under the
current National Marine Fisheries Service (NMFS) Gulf Regional Biological Opinion
(GRBO) and its amendments which can be viewed on the following website:
http://el.erdc.usace.army.mil/seaturtles/refs-bo.cfm.
The Permittee is responsible for obtaining and complying with the GRBO. If the
Permittee is unable to view the GRBO at this website, the Permittee shall contact the
Corps to receive a copy of the GRBO. The Permittee shall implement all RPMs
identified in the GRBO. NMFS has issued the GRBO to the Corps for hopper dredge
projects (including non-hopper type dredging) that limit the take of listed turtles, whales,
sturgeon, sawfish, and any other species listed in the GRBO. Authorization under this
permit is conditional upon compliance with all of the mandatory Terms and Conditions
associated with the GRBO, which Terms and Conditions are incorporated by reference
in this permit. Failure to comply with the Terms and Conditions associated with the
GRRBO, where a take of the listed species occurs, would constitute noncompliance
with this permit. Failure to comply with this permit will be the basis for suspension and
revocation of this permit and may be the basis for other enforcement action. NMFS has
directed that this GRBO issued to the Corps serve as the formal consultation for all
hopper dredge projects (and non-hopper type dredging) in the area covered by the
GRBO; however, where the terms and conditions of the GRBO differ from the special
conditions of this permit, the special conditions of this permit will take precedence as the
more stringent condition.
18. Cultural Resources/Historic Properties:
a. No structure or work shall adversely affect impact or disturb properties listed in the
National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP.
CAC February 19,2016
VIII-1 New Business
3 of 4
b. If during the ground disturbing activities and construction work within the permit area,
there are archaeological/cultural materials encountered which were not the subject of a
previous cultural resources assessment survey (and which shall include, but not be
limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or
metal implements, dugout canoes, evidence of structures or any other physical remains
that could be associated with Native American cultures or early colonial or American
settlement), the Permittee shall immediately stop all work in the vicinity and notify the
Corps. The Corps shall then notify the Florida State Historic Preservation Officer
(SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess
the significance of the discovery and devise appropriate actions.
c. Additional cultural resources assessments may be required of the permit area in the
case of unanticipated discoveries as referenced in accordance with the above Special
Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance
with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the
discovery, equity to all parties, and considerations of the public interest, the Corps may
modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such
activity shall not resume on non-federal lands without written authorization from the
SHPO for finds under his or her jurisdiction, and from the Corps.
d. In the unlikely event that unmarked human remains are identified on non-federal
lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work
in the vicinity shall immediately cease and the Permittee shall immediately notify the
medical examiner, Corps, and State Archeologist. The Corps shall then notify the
appropriate SHPO and THPO(s). Based, on the circumstances of the discovery, equity
to all parties, and considerations of the public interest, the Corps may modify, suspend
or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not
resume without written authorization from the State Archeologist, SHPO and the Corps.
e. If prehistoric or historic artifacts, such as pottery or ceramics, projectile points,
dugout canoes, metal implements, historic building materials, or any other physical
remains that could be associated with Native American, early European, or American
settlement are encountered at any time within the project site area, the permitted project
shall cease all activities involving subsurface disturbance in the vicinity of the discovery.
The permittee shall contact the Florida Department of State, Division of Historical
Resources, Compliance Review Section at (850) 245-6333. Project activities shall not
resume without verbal and/or written authorization. In the event that unmarked human
remains are encountered during permitted activities, all work shall stop immediately and
the proper authorities notified in accordance with Section 872.05, Florida Statutes.
The impact of your proposal on navigation and the environment has been
reviewed and found to be insignificant. The permit is hereby modified in accordance
with your request. You should attach this letter to the permit. All other conditions of the
permit remain in full force and effect.
CAC February 19,2016
VIII-1 New Business
4 of 4
If you have any questions concerning this permit modification, please contact the
project manager, Muriel M. Blaisdell, at the letterhead address, by telephone at 239-
334-1975 or by electronic mail at MurieLM.Blaisdell@usace.army.mil.
Thank you for your cooperation with our permit program. The Corps' Jacksonville
District Regulatory Division is committed to improving service to our customers. We
strive to perform our duty in a friendly and timely manner while working to preserve our
environment. We invite you to complete our automated Customer Service Survey at
http://corpsmapu.usace,army.mil/cm_apex/f?p=regulatory_survey. Please be aware
this Internet address is case sensitive; and, you will need to enter it exactly as it
appears above. Your input is appreciated —favorable or otherwise.
BY AUTHORITY OF THE SECRETARY OF THE ARMY:
TEWIS.ROBERT.
< i,f..avvrtneol
MARTIN.12610
co.rEW15 f.38ENT MAIT'IN'2o ao9
09451 151
ate 2,)6 26 07 44 23 u5L+7
for Jason A. Kirk, P.E.
Colonel, U.S. Army
District Commander
Enclosures
Copies Furnished:
U.S. Fish and Wildlife Service, c/o Mr. Jeff Howe
CBI, Permit Agent, c/o Ms. Lauren Floyd (ends.)
CESAJ-RD-PE
(w/encls.)
CAC February 19,2016
VIII-1 New Business
1 of 26
COLLIER CREEK 2016 INTERIM DREDGING PROJECT
COLLIER COUNTY BID NO. 16- 6601
JANUARY 2016
TECHNICAL SPECIFICATIONS
COLLIER COUNTY COASTAL ZONE MANAGEMENT DEPARTMENT
Collier County Government
2800 North Horseshoe Drive
Naples,FL 34104
Design Professional: CB&I Coastal Planning&Engineering,Inc.
2481 NW Boca Raton Blvd.
Boca Raton,FL 33431
(561)391-8102
STEPHEN KEEHN,P.E.NO.34857
DATE
CAC February 19,2016
VIII-1 New Business
2 of 26
COLLIER CREEK 2016 INTERIM DREDGING PROJECT
COLLIER COUNTY BID NO. 16- 6801
JANUARY 2016
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
I. INTRODUCTION
1.0 BASE BID TS-1.
2.0 PROJECT MANAGEMENT . TS-2
3.0 ORDER OF WORK AND PROJECT SCHEDULE TS-2
II. COLLIER CREEK INTERIM DREDGING
1.0 WORK TS-2
2.0 ACCESS LIMITATIONS TS-4
3.0 ORDER OF WORK AND METHODS... TS-5
4.0 NOTICE TO MARINERS TS-6
5.0 SOIL CONDITIONS TS-6
6.0 EXCAVATION TS-7
7.0 EXCAVATION MATERIAL DISPOSAL TS-I0
8.0 SURVEYS TS-10
9.0 MOBILIZATION AND DEMOBILIZATION TS-15
10.0 PROTECTION OF EXISTING STRUCTURES FROM CONSTRUCTION ACTIVITY TS-15
III. ENVIRONMENTAL PROTECTION
1.0 ENVIRONMENTAL PROTECTION TS-16
2.0 FINAL CLEAN-UP TS-20
3.0 RESTRICTION OF ACCESS BY THE PUBLIC TS-20
LIST OF APPENDICES
Appendix No:
A Sample Daily Quality Control Report,Collier Creek
B Physical Monitoring Plans
C Collier Creek Permits and Variances
D Collier Creek Maintenance Dredging Plans
E Granularmetric Reports
F Sediment QA/QC Plan
TS-i
CAC February 19,2016
VIII-1 New Business
3 of 26
COLLIER CREEK 2016 INTERIM DREDGING PROJECT
COLLIER COUNTY BID NO. 16-6601
JANUARY 2016
I. INTRODUCTION
Collier County will conduct an interim dredging event of Collier Creek located at the north end
of Marco Island in Collier County, Florida. Collier Creek is the entrance channel to Collier Bay
and needs dredging to alleviate hazards to navigation. Material is to be dredged from Collier
Creek and then disposed of within the Big Marco/Capri Pass Borrow/Disposal Area as indicated
in the construction plans.
The project is to be completed with at least a 12" hydraulic dredge, booster pump or other
equipment as selected by the CONTRACTOR. The project will be awarded to the lowest
responsive bidder with the quickest substantiated schedule. It is essential that dredging is
completed at the fastest practical schedule. .
1.0 BASE BID.
1.1 Collier Creek Interim Dredging Project
The project will provide maintenance dredging of Collier Creek, the entrance
channel to Collier Bay. Approximately 12.000 cy of sand is to be dredged from
the entrance channel. Only a portion of the permitted channel will be dredged,
focused on removing the greatest obstacles to navigation. The Zone 1 area will be
dredged first using Disposal Areas A and B. Zone 2 is a bid alternative, but is
subject to funding availability and a separate notice to proceed. The Zone 2
region will be dredged based on a separate notice to proceed with disposal
allowed in the remaining space in the two disposal areas. All dredging will occur
within the borders approved with the FDEP and USACE permits and the area has
been previously dredged. The required dredging channel depth ranges are shown
in Table I,
Excavated compatible sand will be placed in Disposal Areas(A)or(B) within the
Big Marco/Capri Pass Borrow Area. The CONTRACTOR shall use the thickest
portion of these disposal areas,as highlighted on the Plans. All Work can be done
from the water.
The CONTRACTOR shall be thoroughly familiar with permit conditions
described in the State and Federal permits.
TS-1
CAC February 19,2016
VIII-1 New Business
4 of 26
1.2 Bid Method
The lowest price responsive bid with the quickest substantiated schedule will be
awarded the project's contract. The COUNTY may scope manage this project to
keep within budget, if needed.
The pre-bid information questionnaire must be completely filled out upon
submission of your bid or your bid may not be considered. A bidder shall submit
their bid on the Bid Form and Proposal furnished by the COUNTY. All unit
prices and lump sums shall include all expenses, overhead, profit and any other
costs necessary for completing the Work. A bid without a specific method and
schedule may be rejected as unresponsive.
2.0 PROJECT MANAGEMENT.
Collier County, Florida will conduct dredging of Collier Creek. The project will be administered
and managed by Collier County Coastal Zone Management Office (CZM). The term
ENGINEER as used in these Technical Specifications will mean the Director or Inspector from
this office or the project engineer with CB&l. The project team will be described at the pre-
construction meeting.
3.0 ORDER OF WORK AND PROJECT SCHEDULE.
As part of the bid package, the CONTRACTOR shall provide an order of work outline and
project schedule to the ENGINEER and the COUNTY. The project schedule shall indicate, at a
minimum, how the Work will be accomplished to complete dredging in the quickest time.
IL COLLIER CREEK INTERIM DREDGING
1.0 WORK.
The WORK consists of completing Collier Creek interim dredging(Zones 1 and 2)with disposal
of dredge material in the offshore Big Marco/Capri Pass Borrow Area within Disposal Areas(A)
or(B)as highlighted. The scope of work is listed below. The COUNTY expects construction to
begin immediately after the Notice to Proceed.
1.1. The Work consists of furnishing all labor, materials, and equipment, and
performing all tasks necessary for completing the maintenance dredging of Collier
Creek with placement of the material at the offshore Disposal Areas (A) and (B).
The dredging consists of the removal of approximately 12,000 cy of beach
compatible material from two dredging areas (Zone 1 and Zone 2). The order of
dredging is Zone I followed by Zone 2. Pay quantities will be based on pre- and
post-dredge surveys as described under TS 8.0.
1.2 The maximum pay volume shall be the bid volume unless modified by change
order. This volume is measured above the dredge depth shown in the plans
without tolerance. The bid values do not include the over dredge volume and
TS-2
CAC February 19,2016
VIII-1 New Business
5 of 26
Collier County will not pay for over dredge quantities. The County may change
the quantities by±20%to account for changes since the last survey.
The estimated dredge volumes for the base bid and the bid alternative are
summarized below in Table 1. There will be a separate notice to proceed for
Zone 2. All material should be placed within the identified disposal areas as
shown on the plans and summarized in Table 2. The dredge values below do not
include the 1 foot over dredge volume and Collier County will not pay for over
dredge quantities.
The CONTRACTOR at its own expense will utilize a professional surveyor,
acceptable to the COUNTY. for all construction surveys. Dredge and fill volumes
are based on the December 2014 survey of Collier Creek and the 2012 survey of
the Big Marco Borrow/Disposal Area and will be adjusted at the time of
construction using the pre-construction survey results as needed.
TABLE I
Base Bid
Dredge . Dredge Depth* Dredge Volume
Statons
Area (FT NAVD88) (CY)
Zone 1 0+00 to 5+16.1 -11.3 8,000
Bid Alternative
Additional
DredgeDredge Depth
Area (FT NAVD88)*
Stations Dredge Volume
(CY)
Zone 2 5+I 6.1 to I 1+06.6_i -11.3 4,000
*There is a one foot over dredge tolerance below the cut depth.
TS-3
CAC February 19,2016
VIII-1 New Business
6 of 26
•
TABLE 2
Maximum Fill
Elevation Estimated
Disposal Area
(FT NAVD88) Capacity(CY)
A -8.0 to-9.0 —9,000 CY
B -9.5 to-10.5 —60,000 CY
*Capacity of Disposal Areas will be updated based on the
Contractor's pre-construction survey.
1.3 This Work must be completed in accordance with the Plans (Appendix D) and
these specifications within the contract time as specified in the Contract and in
strict compliance with all regulatory authorizations. These authorizations include
a Florida Department of Environmental Protection (FDEP) Permit No. 309260-
001-JC, the associated permit modifications, and U.S. Army Corps of Engineer's
Permit No. SAJ-2004-7621, which are attached to and part of these specifications
in Appendix C.
1.4 The CONTRACTOR shall use at least a 12" dredge capable of pumping a
distance of approximately 8,500 feet. The dredge needs to be capable of moving
material containing some coarser sand and shell (see Appendix E). A larger
dredge may be used as long as the CONTRACTOR considers the existing depths
in the areas to be dredged when selecting the physical plant used to execute the
project. The dredge shall be suitable for the open Gulf of Mexico site shown in
the Plans. The CONTRACTOR and CONTRACTOR's employees shall have
company experience with a 12" or larger dredge used for dredging in exposed
areas similar to an ebb shoal channel in the Gulf of Mexico. The size of dredge
shall be determined by its inside diameter at the discharge flange on the dredge
pump. The combined dredge and booster horse power will be a consideration in
awarding this project.
The CONTRACTOR is responsible for proposing the equipment and developing
construction methods to handle waves and currents typical to southwest Florida
inlet ebb shoals in an effective and safe manner.
2.0 ACCESS LIMITATIONS.
2.1 Collier Creek project area is accessible by water from the Gulf of Mexico. The
water depth through Collier Creek is variable due to changing shoal conditions.
The plans show the bathymetry from a 2014 survey. CONTRACTOR is
responsible for determining the adequacy of water depth for access by floating
equipment.
2.2 Ramps to launch small boats are located at Caxambas Park (909 Collier Court.
Marco Island) and Goodland Boating Park (740 Palm Point Drive, Goodland) in
TS-4
CAC February 19,2016
VIII-1 New Business
7 of 26
Collier County. The use of these ramps can be coordinated at the pre-construction
meeting.
2.3 Land based construction equipment is not feasible. There is limited access to the
project site by land. If required, access is to be coordinated at the pre-construction
meeting.No equipment is allowed on the beach during sea turtle nesting season.
2.4 Hydraulic dredging can be conducted 24 hours per day.
3.0 ORDER OF WORK AND METHODS.
3.1 To the greatest extent possible, the CONTRACTOR shall perform the Work
during daylight hours, 5 days a week (Monday to Friday). The CONTRACTOR
shall notify the ENGINEER or COUNTY if weather conditions or mechanical
problems do not allow Work to be conducted or if working on the weekends or
nights is required to complete the Work.
3.2 The order of Work and methods will remain at the discretion of the
CONTRACTOR. Zone 1 will be dredged first, since it contains the navigation
hazards caused by shallow shoals. The CONTRACTOR shall dredge the entire
Collier Creek dredge area so that at the completion of the project, the dredge area
is excavated completely according to the design. Dredged material shall be placed
in the offshore Disposal Areas(A)or(B)as marked on the plans.
3.3 Construction Methods. The CONTRACTOR shall be solely responsible for all
construction means, methods, procedures,and techniques to complete the Work in
compliance with the regulatory authorizations, Plans, and these specifications.
The following construction method is provided for information and is largely the
description used for permitting.
The CONTRACTOR must have completed dredging to the cut depths in the
Collier Creek dredge area in order for work to be deemed complete. Table I
presents the dredge depths and volumes for the base bid and the bid alternative.
The bid alternative (dredging of Zone 2) represents the volume to be removed if
the COUNTY has sufficient funding for the additional dredging. There is a one
foot over dredge allowance for the Collier Creek dredge area. The COUNTY will
not pay for over dredge material.
Material may be placed in one of two offshore disposal areas. Disposal Areas(A)
and (B) are located northwest of Collier Creek within the Big Marco/Capri Pass.
The CONTRACTOR will place dredged material in the thickest part of the
disposal area, which is highlighted on the Plans. Material dredged from Zone I
and Zone 2 can be placed in either disposal area and must be placed within the
boundaries identified on the plans. The disposal areas have maximum allowable
till elevations between -8.0 ft. NAVD88 and -10.5 ft. NAVD88 as shown in Table
2 and on the Plans. If disposal exceeds these fill limits, the CONTRACTOR may
be required to remove the high spots.
TS-5
CAC February 19,2016
VIII-1 New Business
8 of 26
A rubble groin exists on the west bank of Collier Creek and seawall and finger
piers on east side. DO NOT EXCAVATE OR DAMAGE these features.
Equipment. The CONTRACTOR shall use at least a 12" dredge capable of
pumping a distance of approximately 8,500 feet. The dredge needs to be capable
of moving material containing some coarser sand and shell (see Appendix E). A
larger dredge may be used as long as the CONTRACTOR considers the existing
depths in the areas to be dredged when selecting the physical plant used to
execute the project. The size of dredge shall be determined by its inside diameter
at the discharge flange on the dredge pump. By submitting a bid, the
CONTRACTOR certifies his equipment and methods are safe and effective for
operations in Southwest Florida conditions.
If necessary to complete the work, the CONTRACTOR may temporarily remove
navigation markers but is required to reinstall the marker at the end of
construction at the CONTRACTOR'S expense.
4.0 NOTICE TO MARINERS.
4.1 CONTRACTOR shall be responsible for notifying the U.S. Coast Guard in
sufficient time to allow for publication of a Local Notice to Mariners for this
project.
4.2 Temporary Dredging Aids: The CONTRACTOR shall contact the U.S. Coast
Guard regarding requirements for permits for all temporary buoys or dredging aid
markers to be placed in the water prior to installation. The CONTRACTOR shall
be responsible for obtaining all approvals required by the Coast Guard.
CONTRACTOR shall provide ENGINEER with a copy of the Coast Guard
approval. Dredging aid markers and lights shall not be colored or placed in a
manner that they will obstruct or be confused with navigation aids.
4.3 Channel navigation is most hazardous at higher tides.
5.0 SOIL CONDITIONS AND QUALITY STANDARDS.
The material within the cut area is suitable for placement in an offshore disposal area. All the
material has been dredged previously using beach disposal.
5.1 All sandy or shelly material in the channel averaging less than 5% fines (passing
the No. 230 sieve) and less than 5% coarse material (retained on the No. 4 sieve)
will be placed in Disposal Areas(A)and (B)and is designated compatible for this
project.
5.2 Surface sand samples were taken from the center line of the inlet between station
0+92 and 6+05 in December 2014(see appendix E). Since there is virtually no cut
volume at Station 0+92, surface sand characteristics can be based on samples CC-
02, CC-03 and CC-04 (Appendix E). These samples contained fines of <2%,
coarse material up to 6%,and all were Munsell Color 2.5Y-8/1. The actual coarse
TS-6
CAC February 19,2016
VIII-1 New Business
9 of 26
fraction of the inlet material is assumed to be smaller when measured over the full
depth range and length of the dredge area between Stations 1+84 to 11+06.
5.3 The CONTRACTOR shall report and dispose of all materials not meeting the
specifications in 5.1 above as directed by the ENGINEER.
5.4 All areas proposed for dredging have been dredged previously during the 2001
and/or 2013 dredge events.
5.5 The ENGINEER shall have the authority to determine whether the material being
placed in the disposal area is acceptable or unsatisfactory. However, the
CON'I'RACTOR shall be responsible for assuring the quality of the placed
materials.
5.6 This material is expected to be beach quality and result in low turbidity during
construction. If the ENGINEER determines that the grain size, silt or coarse
content, or turbidity of the material being discharged into the disposal area do not
comply with these specifications, the ENGINEER reserves the right to direct the
CONTRACTOR to cease dredging and avoid this material in future dredging.
6.0 EXCAVATION.
6.1 The Work covered by this section consists of furnishing all labor, materials, and
equipment, and performing all construction stake-out,excavation, and transport of
the excavated material from the areas designated to be excavated to the designated
disposal areas.
6.2 Historical Artifacts: During the excavation process, should the CONTRACTOR
uncover any historic artifacts of archeological and public interest, the
CONTRACTOR shall notify the COUNTY or ENGINEER immediately.
CONTRACTOR may then proceed to relocate the dredge within the approved cut
area so that no additional excavation occurs within 150 feet of the area in which
the artifacts were uncovered. Any and all artifacts of historic or monetary value
are the property of the State of Florida.
6.3 Trash and Debris: The CONTRACTOR shalt assume the risk of any down time or
expense incurred as the result of any trash or debris becoming lodged in or
damaging the dredge, pipe,or other equipment.
6.4 Floating Pipeline and Navigation: Floating pipelines will be marked and in
compliance with U.S. Coast Guard Regulations. CONTRACTOR shall barricade
both ends of floating pipelines to positively prevent personnel access. Collier
Creek is used daily by local boaters, with heavy boat traffic on weekends and
holidays. It shall be the CONTRACTOR's responsibility to conduct the
excavation in a manner that will allow for continuous use of the channel by boat
traffic with a minimum inconvenience to boaters. This means that the channel
TS-7
CAC February 19,2016
VIII-1 New Business
10 of 26
cannot he blocked with pipeline, and during operation it may be necessary to
either swing the dredge to the side of the cut to allow passage of boat traffic, and
it may be necessary to move the dredge to allow some of the larger vessels to
pass. The pipeline shall be submerged to the extent practical.
6.5 Misplaced Material: Should the CONTRACTOR, during the progress of the
Work, lose, dump, throw overboard, sink, or misplace any material, plant,
machinery, or appliance, which in the opinion of the ENGINEER may be
dangerous to, or obstruct navigation, the CONTRACTOR shall recover and
remove the same with the utmost dispatch. The CONTRACTOR shall give
immediate notice, with description and location of such obstructions,or misplaced
materials, to the ENGINEER, and when required, shall mark or buoy such
obstructions until the same are removed. In the event of refusal, neglect, or delay
in compliance with the above requirements, such obstructions may be removed by
the ENGINEER, and the cost of such removal may be deducted from any money
due or to become due to the CONTRACTOR or may be recovered under the
CONTRACTOR's bond.
6.6 Positioning of Dredge and Monitoring of Dredging Operations: The
CONTRACTOR's dredge shall be equipped with an electronic positioning
system, capable of positioning the dredge with accuracies equal to +/-3.0 feet
horizontal and +/-0.25 feet vertical. This positioning system shall be established,
operated, and maintained by the CONTRACTOR during the entire period of the
project. The positioning system shall be used to precisely locate the dredge and
the location of the dredge's excavation device and shall be capable of displaying
and recording the dredge's location in an acceptable coordinate system which can
be related to, or is directly based on, the Florida State Plane Coordinate System,
East Zone, North American Datum of 1983 (FL-EAST, NAVD 88, NAD83).
Navigation channel control,and shore station control, if required,will be provided
to the CONTRACTOR in the same Florida State Plane Coordinate System prior
to the commencement of work. This applies for other types of excavation
equipment using similar tracking equipment.
6.6.1 The CONTRACTOR's Daily Quality Control Report (Appendix A)
provided to the ENGINEER shall include plots of the previous day's
dredge locations showing the channel limits. The numbered position fixes
on the daily printout and plots shall not exceed two (2) minute intervals.
The location on the dredge of the master antenna and the distance and
direction from the master antenna to the dredge's excavation device shall
be reported in the Daily Quality Control Report, initially and when it
changes.
6.6.2 The coordinates of the position fixes and NAVD88 depth of cut (X,Y,Z)
for the dredge's excavation device, and the date, time, and location on the
dredge of the master antenna each day, shall he also submitted to the
ENGINEER in ASCII format on a CD-ROM with the Daily Contractor
Quality Control Reports or sent to the County Inspector and the
ENGINEER by e-mail care of Clint Perryman at
TS-8
CAC February 19,2016
VIII-1 New Business
11 of 26
C I inton Perrymaniiisol I iergov.net and Tara Brenner at
Tara.BrennerCB I.coni, respectively.
6.6.3 The dredge depths shall not exceed the overdredge depth. If the
CONTRACTOR is dredging too deep frequently, he will stop, adjust his
monitoring equipment and then restart dredging.
6.7 CONTRACTOR's Daily Quality Control Report: The CONTRACTOR shall
submit a Daily Quality Control Report. The Daily Quality Control Report with
attachments shall include:
• flours of operation including all dredging or excavation start times, stop
times,and description of the reason for stoppage;
• The beginning and ending position stationing of the dredge or excavator
and location of sediment placement;
• An estimate of the cubic yards of sand dredged/excavated;
• All equipment and materials on the job site including the dredge, tug
boats, barges, excavator, pipeline, length of pipeline in service, tractors,
number of personnel on the job site;
• Weather conditions;
• Manatee sightings;
• Dredge positioning data as described in TS-6.6 above;
• Description of sediment samples collected as prescribed in TS-7.6;
• The results of turbidity monitoring as described under TS-8.2 below
with a map of sampling locations(once per week with FDEP submittal);
• Visits from staff of regulatory or government agencies;and
• Any instructions received from regulatory agencies or ENGINEER.
The Daily Quality Control Report shall be submitted by 12 noon on the day
following the day for which the activity is being reported. Mobilization, progress
and/or final payment to the Contractor shall be withheld until all of the required
CONTRACTOR's Daily Quality Control Reports have been submitted to the
ENGINEER. The preferred method of submittal is by e-mail. Collier County or
the ENGINEER reserves the right to stop construction if the CONTRACTOR's
Daily Quality Control Report is overdue.
6.8 An acceptance section will be the area between two channel cross-sections. An
acceptance section will not be eligible for payment until it is excavated to the
design cut depth shown in the plans. Unless otherwise directed by the
ENGINEER, once dredging begins in an acceptance section, the CONTRACTOR
must complete that acceptance section before moving to the adjacent acceptance
section.
TS-9
CAC February 19,2016
VIII-1 New Business
12 of 26
7.0 EXCAVATED MATERIAL DISPOSAL.
7.1 The Work covered by this section consists of furnishing all labor, materials and
equipment and performing all tasks necessary for material disposal within the
lines and grades of the disposal areas shown on the Plans.
7.2 The CONTRACTOR shall establish the lines and grades of the disposal area as
the Work progresses and maintain such control as necessary to insure accurate
placement of the till. Wherever buoys or grade stakes are used within the limits of
fill placement, the CONTRACTOR shall be responsible for the removal of same
prior to completion of the project. The CONTRACTOR will establish and
maintain visible limits of the spoil site for inspection by the ENGINEER and
COUNTY. It is the CONTRACTOR's responsibility to move the location of the
discharge as often as necessary to prevent accumulation of material above the
maximum specified grade in the disposal areas.
7.3 The results of previous maintenance dredging indicate that the material to be
dredged should be suitable for placement in the disposal areas.
7A The maximum permissible elevations for the disposal sites appear on the plans.
The disposal areas as constructed, shall he no higher than these design elevations.
Further requirements for the disposal areas are described in the Specific
Conditions of the FDEP Permit. An interim high elevation is permissible, subject
to natural post-project settlement or mechanical leveling by the CONTRACTOR.
7.5 The CONTRACTOR shall be responsible for compliance with the water quality
standards required by the regulatory permits(see Appendix C for FDEP permit).
7.6 The CONTRACTOR shall collect one 200 mg sand sample daily from the
dredged discharge and place the material in a plastic Ziploc or similar bag. The
CONTRACTOR shall propose the method of collection to the ENGINEER and
COUNTY for their approval. The bag will be marked with date, time and
location(station and range)of sample.
7.7 The CONTRACTOR shall ensure all vessels and equipment used to transport
material to the disposal sites are properly maintained. Material shall he secured
within the vessels and shall not be allowed to have substantive leaks while in
Outstanding Florida Waters or in route to the disposal site. The materials shall
be maintained by the CONTRACTOR until disposal at the site. No discharged
water used for dredging unsuitable material shall be discharged into Outstanding
Florida Waters (OFW) (see plan sheet OV). Discharge activity (pipeline) shall
be at least 100 feet outside of OFW or the sea turtle habitat.
8.0 SURVEYS.
8.1 There will be two (2) types of surveys to be conducted by the CONTRACTOR
during the project.The surveys are:
8.1.1 Permit Required(Pre-and Post-Construction surveys)
TS-10
CAC February 19,2016
VIII-1 New Business
13 of 26
8.1.2 Acceptance Survey(Before-and After-Dredge)
The pre- and post-construction surveys are permit required and are described in
the revised Physical Monitoring Plan (Appendix B)and the FDEP permit.
The before- and after-dredge surveys (BD and AD) will be the primary basis for
payment and updating of the dredge template prior to construction, to compensate
for any changes since the pre-construction surveys.
8.2 Pre-Construction and Post-Construction Surveys: The CONTRACTOR will
conduct a pre-construction and a post-construction survey of the project area and
the cost will be paid 40% for completion and acceptance of the pre-construction
survey and the remainder on completion and acceptance of the post-construction
survey. Generally, the survey cross-sections are approximately 100-200 foot
intervals, and they will be surveyed not only across the defined navigation
channel adjacent to the dredge and disposal areas but also extend 200 feet outside
of the dredge and disposal areas, where practical. The pre- and post-construction
surveys will be limited to selected profiles as defined in the modified Physical
Monitoring Plan (Appendix B).
A pre-construction contour map of the entire project area will be developed by the
CONTRACTOR showing the pm-construction survey on top of a recent aerial
photograph with labeled cross-section locations. The ENGINEER can provide a
CAD file of the station locations.A similar contour map will be developed by the
CONTRACTOR as submittal with the post-construction survey data.
8.3 BD Surveys: shall be provided to the ENGINEER 12 days prior to construction,
to accommodate updating dredge volumes.
8.3.1 Dredge Area: The required survey lines are at approximately 100 foot
intervals between Stations 0+00 to 11+06.6(see plans for locations).
8.3.2 Disposal Area:No BD survey required.
8.4 AD Surveys:
8.4.1 Dredge Area: may be limited to the areas used for construction plus 100
Ft. in either direction.
8.4.2 Disposal Area: No AD survey required.
8.5 Acceptance (Pay) Surveys: To be eligible for payment under PROGRESS
PAYMENTS of the CONSTRUCTION AGREEMENT, the CONTRACTOR shall
perform an acceptance survey prior to payment for an acceptance section. The
CONTRACTOR shall notify the ENGINEER and the COUNTY at least 24 hours
prior to conducting an acceptance survey. The cross-sections are at approximately
100 foot intervals between Stations 0+00 to 11+06.6 (see plans for locations). At the
option of the ENGINEER, the survey shall be performed under the observation of the
ENGINEER. All surveys shall be performed in accordance with the paragraphs
below:
TS-1 I
CAC February 19,2016
VIII-1 New Business
14 of 26
8.5.1 Acceptance surveys shall be scheduled so that field notes and
computations can be furnished to the ENGINEER. If the ENGINEER's
first review of the survey data shows that additional survey work is
required in an area to conform to the standards below, the
CONTRACTOR shall take additional elevations and/or soundings where
the additional survey work is required. The CONTRACTOR shall take
elevations and soundings until the ENGINEER deems the survey in such
area to be in compliance with these specifications.
8.5.2 Acceptance surveys shall cover, as a minimum, the area surveyed during
the before-dredge survey. The CONTRACTOR shall survey along the
same lines surveyed during the before-dredge survey. The acceptance
survey may count as the post-construction survey in consultation with the
ENGINEER, if conditions have not changed significantly during
construction.
8.5.3 During all acceptance surveys, elevations and soundings shall be taken
along each survey line at intervals of no more than 25 feet and at all break
points.
8.5.4 Hydrographic survey profiles shall be conducted by the CONTRACTOR
using standard electronic positioning and hydrographic surveying
equipment and techniques. The CONTRACTOR shall utilize electronic
positioning equipment which has a minimum accuracy of 3 feet
horizontal. The CONTRACTOR shall utilize an Odom Hydrotrac survey
grade digitizing sounder or equivalent. The. CONTRACTOR shall use
measured tides and heave to correct depth soundings and compensator.
8.5.5 The CONTRACTOR shall maintain complete and accurate field notes,
sketches, recordings and computations required in establishing the
necessary horizontal and vertical control. All survey data shall be recorded
in accordance with accepted standards and as approved by the
ENGINEER. All the above data shall be available at all times during the
progress of the work for ready examination and use by the ENGINEER.
Upon request of the ENGINEER, the CONTRACTOR shall furnish a
copy of the above survey data. In addition to printed and handwritten.
survey data specified in this paragraph, the CONTRACTOR shall record
his survey data in the following electronic, ASCII (plain text), comma
delimited format:
Col.-1 Col.-2 Col.-3 Col.-4
Easting(feet), Northing(feet), Elevation(feet), Station or
Profile Line
TS-12
CAC February 19,2016
VIII-1 New Business
15 of 26
The easting and northing values must be referenced to the Florida State
Plane Coordinate System, East Zone,and NAD 83. Elevation values must
be referenced to. NAVD88. Data referenced to any other horizontal or
vertical datum will be rejected by the ENGINEER and returned to the
CONTRACTOR for revision. Data must be in ASCII (plain text),comma
delimited format. Data submitted in any other electronic format will be
rejected by the ENGINEER and returned to the CONTRACTOR for
revision. Data shall be submitted to ENGINEER on CD-ROM or e-
mailed to the ENGINEER care of
Tara Brenner
CB&I Coastal Planning&Engineering, Inc.
Tara.Brennerttilcbi.com
The CONTRACTOR shall not be paid for excavation without submission
of survey data for the acceptance section from which the material was
excavated.
8.5.6 The data collected by the surveys shall be reviewed, signed, and sealed by
a Professional Surveyor and Mapper (PSM) registered in the State of
Florida and approved by the County. Survey will be to FDEP standards as
stated in the Monitoring Standards for Beach Erosion Control Projects,
May 2014.
8.6 The ENGINEER and Collier County reserve the right to make such surveys as
necessary for verification of surveys made by the CONTRACTOR.
8.7 In addition to the above requirements, the CONTRACTOR shall compute the
amount of fill removed based on the BD and the CONTRACTOR's acceptance
surveys (AD) using the average end-area method, civil 3D or equivalent. The
ENGINEER reserves the right to independently estimate the amount of material
removed from the channel based on the AD/BD Surveys, the CONTRACTOR's
acceptance surveys, or any before- or after-dredge and post-construction surveys
performed by the ENGINEER or Collier County. If there are substantial conflicts
or differences between the CONTRACTOR's estimate and the ENGINEER's
estimate,the amount paid to the CONTRACTOR by the Owner shall be based on
the ENGINEER's estimate.
8.8 In all cases, payment shall be governed by the paragraphs below: "Overdepth and
Side Slopes" and'`Measurement and Payment". Plots on paper or in a pdf file of
the survey profiles comparisons(including before-and after-dredge cross-sections
and construction template) and computations shall be furnished to the
ENGINEER.
8.9 Overdepth and Side Slopes: Overdepth dredging is permitted under the current
permits and is noted on the plans where it applies. The CONTRACTOR shall take
care to avoid dredging beyond the designated overdepth appearing in the plans.
Material taken from beyond the designated overdepth appearing in the plans:
TS-13
CAC February 19,2016
VIII-1 New Business
16 of 26
(a)may be considered a violation of the permits
(b)will be deducted from the total amount dredged as excessive dredging
(c)will not be paid for
Material actually removed within the dredge depth limits shown on the plans,
leaving final side-slopes no flatter than 1 vertical to 6 horizontal for Collier Creek
will be paid for. This can be accomplished by dredging the original position or
dredging the space below the pay slope plane and allowing up slope materials to
fall into the cut. If any material is removed from below the designated overdepth,
or outside of the indicated side-slopes, the volume of such material will be
deducted from the amount paid to the CONTRACTOR. The maximum pay
volume is the amount shown on the bid form. Overdepth is not part of the
bid volume and will not be paid for by the COUNTY.
8.10 Measurement and Payment: The total volume of all material removed and to be
paid for under this contract for the bid item "Dredging and Disposal" will be
measured by the cubic yards removed from the Collier Creek dredge area, by
computing the volume between the bottom surface as shown by the Before-
Dredge (BD) Survey and the bottom surface as shown by the CONTRACTOR's
acceptance surveys (AD). Volumes shall be calculated using a surface to surface
comparison within AutoDesk Civil 3D engineering software or the average end-
area method with adjustments for channel geometry and overlap. The calculations
will exclude any volume of material.
(a)removed from beyond the limits of the side-slopes,
(b)removed from below the allowable dredge depth,
(c)misplaced,or;
(d)removed from areas not surveyed by the CONTRACTOR.
All pay quantities shall be determined based on the BD and AD surveys
conducted by the CONTRACTOR, ENGINEER,or Collier County.
8.11 The maximum pay volume is the amount shown on the bid form, unless
modified by change order. Acceptance will be based on full dredging of the
cross-section down to the construction cut depth. If changes to the cross-sections
are needed to match bid volume to current conditions, they will be made prior to
construction based upon before-dredge surveys.
8.12 Disposal Area: Pre- and post-construction surveys of the disposal area will be
conducted for permit required monitoring. The CONTRACTOR will conduct
surveys at 200 foot increments from Station 1+00 to Station 19+00. Two tie lines
will be surveyed at BA-2 and I3A-5. All surveys will extend 200 feet outside the
disposal area limits. The CONTRACTOR will create bathymetric contours of
both the pre-and post-construction surveys,and calculate the change in volume.
8.13 The pre- and post-construction monitoring surveys cover a larger area than what
is needed to measure pay volumes. The monitoring cross-sections and
TS-14
CAC February 19,2016
VIII-1 New Business
17 of 26
construction stations are similar. The station locations and orientation are
acceptable for monitoring requirements therefore, the CONTRACTOR may
conduct the monitoring and pay surveys simultaneously if approved by the
ENGINEER.
9.0 MOBILIZATION AND DEMOBILIZATION.
9.1 All costs connected with the mobilization and demobilization of all the
CONTRACTOR's equipment and personnel will be paid for at the contract lump
sum price for this item. Sixty percent(60%)of the lump sum price will be paid to
the CONTRACTOR after commencement of dredging and disposal of a quantity
of, at minimum, five hundred (500) cubic yards of material. The
CONTRACTOR's survey records will be used to demonstrate the volume placed
and the ENGINEER,at his/her discretion,may verify the survey results.
9.2 The remaining forty percent(40%)will be included in the final payment for Work
under this Contract. Payments for mobilization and all payment except for the
final payment will be subject to a ten percent (10%) retainage until final
acceptance of the project.
9.3 In the event the ENGINEER considers that the amount in this item, which
represents mobilization, does not bear a reasonable relation to the cost of the
Work in this contract, the ENGINEER may require the CONTRACTOR to
produce cost data to justify this portion of the bid. Failure to justify such price to
the satisfaction of the ENGINEER will result in payment of actual mobilization
costs, as determined by the ENGINEER at the completion of mobilization, and
payment of the remainder of this item in the final payment under this Contract.
10.0 PROTECTION OF EXISTING STRUCTURES FROM CONSTRUCTION
ACTIVITY
10.1 Docks on the east side of the dredge area, the terminal jetty on the west side of the
dredge area and all other structures within the work areas shall be protected by the
CONTRACTOR to prevent damage thereto by the CONTRACTOR'S operations.
10.2 Locations of the existing structures are approximated on the construction plans.
Further details can be obtained from the permit documents. It is the
CONTRACTOR'S responsibility to locate and avoid excavation of existing
structures.
10.3 In the event that damage is caused by the CONTRACTOR, the CONTRACTOR
shall restore all damage to seawalls, docks,jetty, channel markers, vegetation, or
any other structure or natural feature to pre-construction conditions or better. All
damages to private or public property resulting from the CONTRACTOR's
operations shall be repaired by the CONTRACTOR at the CONTRACTOR's
expense. The COUNTY shall determine if repairs are required and the
TS-15
CAC February 19,2016
VIII-1 New Business
18 of 26
CONTRACTOR will not receive final payment until all damage is restored to the
satisfaction of the COUNTY.
ILL ENVIRONMENTAL PROTECTION
1.0. ENVIRONMENTAL PROTECTION.
1.1 For the purpose of this specification, environmental protection is defined as the
retention of the environment in its natural state to the extent possible during
project construction and to enhance the natural appearance in its final condition.
Environmental protection requires consideration of air, water, and land, and
involves noise, solid waste management as well as other pollutants. In order to
prevent any environmental pollution arising from the construction activities in the
performance of this Contract, the CON'I'RACTOR and their Subcontractors shall
comply with all applicable Federal, State and local laws and regulations
concerning environmental pollution control and abatement. Compliance with the
provisions of this section by the Subcontractors will be the responsibility of the
CONTRACTOR.
1.2 The CONTRACTOR must be familiar with permit conditions for Collier Creek
dredging and disposal. Not all permit conditions are explicitly stated within the
Technical Specifications, but can be found within the permits in Appendix C.
The full set of State permits is available online at:
ftpliftp.dep.statenus/pub/ENV-
PRN41-collierlissued/0309260 Hideaway Beach Erosion Control
1.3 All environmental monitoring costs shall be included with mobilization costs,
except turbidity monitoring.
1.4 Mangroves exist along the west bank of Collier Creek.
1.5 Manatee, Marine Turtle.and Shorebirds
1.5.1 All personnel associated with the project shall be instructed about the
presence of marine turtles, manatees and manatee speed zones, and the
need to avoid collisions with (and injury to) these protected marine
species. The Permittee shall advise all construction personnel that there
are civil and criminal penalties for harming, harassing, or killing manatees
which are protected under the Marine Mammal Protection Act, the
Endangered Species Act,and the Florida Manatee Sanctuary Act.
1.5.2 All vessels associated with the construction project shall operate at "Idle
Speed/No Wake" at all times while in the immediate area and while in
water where the draft of the vessel provides less than a four-foot clearance
from the bottom. All vessels will follow routes of deep water whenever
possible.
1.5.3 Siltation or turbidity barriers shall he made of material in which manatees
and marine turtles cannot become entangled, shall be properly secured,
TS-16
CAC February 19,2016
VIII-1 New Business
20 of 26
1.6.2 Turbidity is to be measured in Nephelometric Turbidity Units (NTUs).
Outside of Outstanding Florida Waters (OFW), turbidity of more than 29
NTUs above background at the edge of the mixing zone is a violation of
State Water Quality Standards. Turbidity is to be analyzed on-site as soon
as possible after collection. The OFW are shown on the plans and no
construction is expected near these zones.
1.6.3 Frequency: The background and monitoring stations shall be sampled at
the dredge site, disposal site(s), and other sites at frequencies described in
the State permit. Daily turbidity monitoring reports will be provided to the
COUNTY and ENGINEER.
1.6.4 Weekly summaries of all monitoring data shall be submitted to the FDEP
South District Office (Fort Myers), the COUNTY and the ENGINEER
within one week of analysis with documents containing the following
information: (1) permit number; (2) dates and times of sampling and
analysis; (3) depth of water body (4) depth of each sample (5) antecedent
weather conditions, including wind direction and velocity (6) tidal stage
and direction of flow (7) water temperature (8) a map indicating the
sampling locations,dredging and discharge locations and direction of flow
(9) a statement describing the methods used in collection, handling,
storage and analysis of the samples; (10) a statement by the individual
responsible for implementation of the sampling program concerning the
authenticity, precision, limits of detection, calibration of the meter and
accuracy of the data (11) when samples cannot be collected, include an
explanation in the report. If unable to collect samples due to severe
weather conditions, include a copy of a current report from a reliable,
independent source,such as an online weather service.
1.6.5 The compliance locations shall be considered the limits of the temporary
mixing zone for turbidity allowed during construction. If monitoring
reveals turbidity levels greater than stated permit conditions in a visible
turbidity plume or near a seagrass bed, the CONTRACTOR shall cease
immediately construction activities and shall not resume until corrective
measures have been taken and turbidity has returned to acceptable levels.
In addition, the CONTRACTOR shall notify the COUNTY immediately
or on the morning of the following work day it it occurs after normal work
hours.
1.7 Post-Construction Cleanup or Obliteration: The CONTRACTOR shall obliterate
all signs of construction work areas, waste materials, or any other vestiges of
construction, as directed by ENGINEER. The area will be restored to near natural
conditions.
1.8 Spillage: Special measures shall be taken by the CONTRACTOR to prevent bilge
pumpage or effluent, chemicals, fuels, oils, greases, bituminous materials, waste
washing, herbicides and insecticides from entering public waters.
TS-18
CAC February 19,2016
VIII-1 New Business
22 of 26
2.0 RESTRICTION OF ACCESS BY THE PUBLIC.
CONTRACTOR shall erect such barricades, fences and signs as necessary to prevent
public access to the construction/disposal areas. CONTRACTOR shall also be
responsible for posting appropriate warnings within the construction area and within the
water to prevent pedestrians from swimming within an area affected by the construction
project. It will be the CONTRACTOR's responsibility to ensure that the construction
project area is sufficiently posted and monitored to prevent swimmers, boaters, and
pedestrians from injury from the construction.
3.0 FINAL CLEANUP.
3.1 Final clean-up shall include the removal of all the CONTRACTOR's personnel
and equipment either for disposal or reuse. Plant and equipment to be disposed of
shall only be disposed of in a manner and at locations approved by the
ENGINEER.
3.2 Unless otherwise approved in writing by the COUNTY, the CONTRACTOR will
not be permitted to abandon any equipment in the dredge area, disposal areas,
pipeline access area,or other areas adjacent to the Work site.
TS-20
CAC February 19,2016
VIII-1 New Business
23 of 26
APPENDIX A
SAMPLE DAILY QUALITY CONTROL REPORT
COLLIER CREEK
CAC February 19,2016
VIII-1 New Business
24 of 26
DAILY CONTRACTOR QUALITY CONTROL REPORT
Date: Report No.
(Report is due by 2:00 p.m. of the following day)
PROJECT: 2016 INTERIM DREDGING OF COLLIER CREEK
WEATHER: (Clear) (P. Cloudy) (Cloudy) TEMP. Min. Max.
Wind Speed mph Direction
Wave Height at:
Dredge Site feet
Disposal Site feet
Wave Direction
LOCATION OF DREDGE: Y =
(baseline station, monument plus a distance,or state plane coordinate)
LOCATION OF DISCI IARGE: Y
(baseline station, monument plus a distance,or state plane coordinate)
CONTRACTOR/SUB-CONTRACTOR and area of responsibility:
1. Work Performed Today: (Indicate location and description of work performed. Provide
excavated quantities and disposal areas over last 24 hours. Attach excavation position
printouts and plots to this report).
2. Results of Surveillance: (Include satisfactory work completed or deficiencies with action to
be taken.)
3. Environmental Monitoring: Was environmental monitoring conducted today in compliance
with project permit requirements and environmental protection laws,and the results provided
to the ENGINEER(Yes/No)?
CAC February 19,2016
VIII-1 New Business
25 of 26
4. List comments or instructions received from regulatory or law enforcement agencies(FDEP.
Corps, F WS)
5. Verbal Instructions Received: (List any instructions given by the ENGINEER or COUNTY,
construction deficiencies, retesting required,etc., with action to be taken.)
6. Remarks: (Cover delays and any conflicts in Plans, Specifications or instructions.)
7. Safety Inspection: (Report violations noted; corrective instructions given: and corrective
actions taken.)
8. Equipment Data: (Indicate major items of construction equipment and vessels at job site and
whether or not used or operable.)
9. Dredge Status: (Is the dredge working,not operating due to weather/sea state,or is it under
repair?)
10. Avoidance of Overdredging: Do you certify that the dredge has excavated within the limits
of the dredge areas,as shown in the Plans(Yes/No)?
CAC February 19,2016
VIII-1 New Business
26 of 26
11, Progress Summary:
This Day To Date
Worked Hours
Downtime Hours(Explain Below)
Volume Dredged(Estimated c.y.)
%Completed
Explanation of Downtime:
CONTRACTOR's Verification: The above report is complete and correct. The equipment used and
the work performed during this reporting period are in compliance with the Contract Plans and
Specifications except as noted above.
CONTRACTOR's Approved Authorized Representative
Note: This report is not complete without a continuous plot of dredge locations and depths.
CAC February 19,2016
VIII-2 New Business
1 of 3
EXECUTIVE SUMMARY
Review results of January/February 2016 beach surveys and review/discuss
recommendations for Beach Renourishment in 2016
OBJECTIVE: Review results of January/February 2016 beach survey and discuss/solicit
recommendations for beach renourishment in the Fall 2016
CONSIDERATIONS: Attached are the physical beach survey results from January/February
2016. The beach width measurements and advanced renourishment placement for three years
included in the calculations.
Staff is recommending:
• Renourishment of Vanderbilt Beach which was last completed in 2013.
• Renourishment of Pelican Bay Beach to the extent that the Pelican Bay community is
willing to reimbursement the County for renourishment.
• No renourishment of Naples Beaches. The beach just south of Doctors Pass requires
renourishment; however, staff is recommending that this area be renourishmend when
Doctors Pass is dredged and the erosion control structures are completed. This should be
no more than 2-years from now. Existing beach widths remain close to standard and
dredging and/or truck haul renourishment can be completed in 1-year if warranted.
• The Park Shore beach is the narrowest beach in the county but remains close to design
standards of 85-feet width. Six of the eleven profiles should be renourished; however,
insufficient quantities of 17,108cy's (12,514+ 1,466+3,128)make renourishmnet of this
beach segment impractical. Staff is suggesting two options to address this beach segment
1. Do not renourish in the Fall of 2016 and hold for renourishment in the Fall of
2017, or;
2. Renourish from R44 to R53 (10 of the 11 profiles) in the Fall of 2016 with excess
sand in the 20,000—30,000 cy range to justify contractor placement.
• Staff is also recommending that the beach placement method be bid two ways. The
options would be as follows:
1. Continue with off road trucks traveling on the beach as required to fill beach
templates.
2. Fluidize the sand at each beach end unloading location and pump via 12" pipe to
the respective renoruishment locations.
FISCAL IMPACT: There is no fiscal impact associated with this request.
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan
related to this action.
ADVISORY COMMITTEE RECOMMENDATIONS: Recommend approval of staffs
recommendation for 2016 beach renourishment.
LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney's Office
and presents no legal issues at this time.—CMG
CAC February 19,2016
VIII-2 New Business
2 of 3
RECOMMENDATION: Review results of January/February 2016 beach surveys and
review/discuss recommendations for Beach Renourishment in 2016.
Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning,
Impact Fees and Program Management Division, Growth Management Department
CAC February 19,2016
VIII-2 New Business
3 of 3
Projected Sand Requirements
0
.F.,.g -ti a .0 5,
ce , 5. , 8 .0 ..,2..V i 1 'C:.'. •C z
fe CC i%i 2 " 1 c z-2.
tts ,..4 .
--•
e i 0 di e .. i
ui c'S -.1,0 u 6`
t. e Column it 4 5 6 7 8 9 10 11 12 13
o tu
--, **Fill Weighted 1/2016 Width ***2016 Net Upland Total Project Projected
e k
4. o FDEP Effective 3 Year Beach less Advance Advance Volume Volume Volume Beach
9) Mon. Distance Erosion Width Des,Std. Volume Volume Loss-Feb. Req'd Req'd Width
(Feet) (CY/3 Yrs) (Feet) (Feet) (CY) (CY) (CY) (CV) (CY) (Pt)
'.:A42;;;,..,-7-"7•,:145':'-12'2::406-"--f''''''''',7314:50 -2,;:7-,i5-, " 173 '';' -333 '''''''''-la?' -514.1e4t,'$ 4,,,.
iiif;,;:- -f:0/3:-.,.-, 44,,,Ii:',Z-`,,g'I.>:i0eg.,.:X,,1. ,; -;',:-',-:,.2,007":,-,„-,_1,496 .t268 ..z7,.•,,,,,,e, 1krii`tt',...3,4
- ,,' '
2 R-24,. ' • 1 070--,..,,,..,.. ,..i....,- -.,'.. .,, iw;7--,:v ,-.ar,w41"t ,,,::,...i. -522 -.-1,427 -7 ''.-'-t-.:)c-!"4;44-Joii--k--', --r---*!«- .',..',77`
, ..„ ,"-----i. ' 4,11,70') Vi .-:iiii-,-Y' -,, 'f.*:*
R*25 ', t°":1304;'''''' ':"!' .1 '- ',. ,--„e.:: ,-..fAe,z-, .--,--;•-4296 -2,083 • -6,349t,:,,.:5,,,-,-.:.
R-26 989 -'4444F-r?-;'''''iii:: '''-eig r;"---i'''-':--A,058' - 1 609 -2-61/ -1,002 ..-33,577
' ' ' ""': - ,, , , ,
R-27 1,095 -3,8/7 98 ''1 e--s. i ,ifirfixic,), 4401 -Z 795 -7.196
'F!"24' ' 1.026 -3.577' -3"577198'',- ' '.1:f :!7 *4":',:.?''-"71,374''A' 42?249: -3,904'
'::',140*,„,,,,,,,„.•4',!S0,4!1!„,-4 gi's-.4.*:;";-;?-;,''',','286 ''•''''*,,''''411*„., ,•„;`:(•"tl'ill,t:4!#:1*1:••': l4410'11'kii i'';',*'.!',,,,,,i''4'''',0,*' ',4',,'':;•',.'.'iit?:!'4•?'.1Vi4;:,!!'..e'..,0''fc0.4;;;J•gil
,,040y, At:if el7f.T.,44,14,,,,,4143,',1;0?;',trii4NeS.°S--- -:::-4';-4-',''' -'-" '4' .i;:iir ;(01.60sz.,,,A;;; t...,-- ' '104,,,2:::!--.;..wr.:-..::,,
R-31 1,022 -1,676 123 23 6964 5,289 -3,584 1,704
2294
R-32 1,012 -1,659 119 19 5869 4,210 -3,621 589
i-) R-33 6V1.<0 ,i:3, , '.r• - 032 ' - 2 734- -942 'AZ -4669 '115
'1/5
R-34 '',•x ,'.-.•,' --,"•-1/59 94 ' 4--'--, -ill l'- '-'--'-3,571 -3-- -7,329 - - 117 -
c 9' 4
R-35 998, ""--1,637 83 . '17 %
-- -'':-'-- ,--,„:„' '....„,,Nz'' -8.823 -3 950 -10 773,Itc',:,:-','4'e"4,4, ••s‘,..• ,1,-- O
,
tt , :. ' ' '' -,-.;Ns,\,,,ktir.asie.,,,•;,,,''''N'••:•3:13". ••''.,
() R-38 764 -1 253 81 --,"-4:':',"it,A.t°''; §:z'.'t 4.,.: 4
d07.' 209 -8,41;1:;i1likliT4'.1.3,,,;,,::0,,,i,..
0, -434 91 ,Iiik.n2,,,,ikAtg.,.7.---,1441'41-..-:':',, , -2., .„„: ,..014s4egy10,,,,,,N7, 4(,,,t
R-38 102 Notes.
R-39 107 *Provided by CBI
(i)
R-40 115 "Based on the 2005/2006 Fill Template
E ...* R-41 146 "Based on the available volume seaward of the design beach width
to
0 R-42 53 between+4 NAVD(2013 berm elevation)and the nearshore profile
R-43 47 closure.
R '4r'''.i'';:i't;10`;4'T37' °'''''>:‘,•!''0,if''''' .: -/5;:, '''4142-- ,.43,07,7;,r,,,,,,,,T,,,, ,,,,,..i. isiii45,,,.:, 92
,•ii,, ,• --' - , ,w, .•-'„•474W,-' '':.'1.'i,•-• ' , ,'-- ,,4''''''' , 44114044e45*C'f 514 44
R ';' ,-'45;',IV',I-::'2,-,',Vei-,''--;:'-i‘;,:"Zi,sr.,-,:, ,, ' -2- ' -871 - 4- •,,(,;,?,:-,-.'-',',''''1',-;-!;-:'''...,`-;;"-°'•!1,,i!''' -
"6 1?-4i'''''A21",.'.: '',..,.','''''••,•',.;••i'''' ;-",`'''? '•'.'82'`-' -3 ,j4.487 -4344t,',„... -.t.t.„'.''"--.'4,34Eff:!- ::-'!: i16
to R-47 953 -2989 104 19 4,505 1,516 43 1,516
1,948
cc a R-48 1,000 -3,136 96 11 3567 431 431
'It 1 ' - - -""' -1,466- ' '-1,466 '•'4,,,,,r.9•,', 'i
R-49 1,077 -3,3111: - 90,,,,z,i ,,L,....4,,,,,, tgott, ,.."•/,166, - o;) - -'-, .',.',---..:-.4.-.0-.-..-,•,,,
r? 7-50 1,208 -3,787 115 30 12884 9,097 -,,-...- 9,097
..,.. R-51 1,108 -3,473 97 12 4,197 724 724 9821
cl" Aokstsgik,44,,i.a4,44, ,,,,,4,3t-,%,',W,,::.,,,,,c ,,f,,,-,,, 0,!•,,, ,-.%,,,, 10t0, 4#1''''4
A#
413w4 xtv,,,, ,,v4,-..,,vz # '''''' ''.',4,','''..-If.'VW.;,4't 4441AV•&'' i‘t:,:r6V.,Oc, : ,P;,..t;*:.
T-54 729 -2,286 114 29 6.610 4,324 4,324 4,324
U-55 121
'-'••• R-56 153 North of Doctors Pass
z
T-57 167
'‘I''.;,\'-,,,..-,.„A.''',:,,.,.:"4,01;W:,.,,„,,,,Y•401.1•4„•.'ita.:::.P4i,•!•'!2:'',',';.:&!'i;i:;'•? 7,.:''! 741.'40 „,7,,,,,114,;,y'7r,V.54'427,4LIM;:,:-, 112
,:f
'-:'::.:'-•'.4;'4,,',''''tiairer1,4,:',,':Atigtil.1,;',$:gg,,',,,':'' ,4,%;1,i1';':k„s''.;,;117' '.';;-1,'- :/ 'g;i',i'441,'A, ig!-- -',' '";----- 'In
74,491ri7--k:',:3--;-,1,IZ ; 15- , 3.827 -664 ;,,,,-,,i,P. ,, ':',,1,,,- ;:?`!:,,),,i:'':,,,...i:'::.: 118
R-50 , .=::::-7 ,.,-. -4,700", '' 98 - -2 -717 ,-- 5,417 ' -5,417 ',tk,„,,42*,,,,
R-61 1,049 -4,559 138 38 17,463 6,904 6,904 6,904
T. .,,...,„if •r& .., .-,....t.......---.. •.k...-,...:s..:::A0%• ::::,.....g../.....-A.*4.,---', 501 -7 e'ls'E,X,,,i,',,•, ".;,44
'`:,:,.7,1.5444t,,,,,164,14:„';',, "J‘' t6O''',::, •.•` 4,•% 1S -3,591 '-' ---i*'--V":-5-'• ' ---1-'7
'' ';','.1, ,5,X144.'-"','•47.--", ' '-.'",7-0C-74.71'-.,"1.-4,)1,3"-'6 144*1- '; Q88 88 a ,-.•,1e1i4
R'1F7'':irle2,-, :. 4'., , ,x, 4.;,,Aitpr4s i•vk,-...-'ii.'4:cc, --'*.,..:Me/:.:°'.• .,,,.4,';
04fe4'0i117::-:,:i!5:;4'-i'..,,,,n791eii: !4.- •.‘4,N.: ;',7:'it.."43%140.2-:,,,, ' -647413 ?=t:41 )''ii,'--f:',
T-65 804 -3,495 112 12 3,860 365 365
co
.c. R-66 813 -3,533 127 27 9,291 5,758 .g„'"' 5,758
2 f•-• R-67 805 -3,497 171 71 21,627 18,129 S 18,129
a5
", R-68 810 -3,521 166 66 22867 19,346 •,.. 19,346
-a,
0 "(73
7-69, 805 -3,498 137 37 12,457 8,960 a 8,960
co on 142,063
R 7,345-70 800 -3,479 133 33 10,824 7,345 ...
-..
R-71 803 -3,491 139 39 13,933 10,442i 10,442
R-72 808 -3,510 170 70 25,349 21,838 a4 21,838
R-73 814 -3,537 178 78 27,381 23,844 23,844
R-74 803 -3,490 187 87 29,526 26,037 0 26,037
1"i113';',-:41''','-:'-' ,.*K':-",7.4'44Zit44: 7,:"-4,:if ,r",,f4fo 2,418 -1,339 '14,Xf:.' ,LV: 1ie„v4~-oti,41=f„ti;;;,',10
R46--'-'..;;;A,"„;,,,,4'',.•,:;•A„,,ti•••..., ' ' i'i;•-,44;•firvl,,•-.T..0.,e4 ,,,,,,, t,268 .,,i 207 ,Acr4.4i;`..,,-,•&#:„. .:,,,,j,,.iiiliq-,'..".4 c,:.it
R-77 782 -3,399 119 19 4,099 699 699 699
R-78 659 „... - ;-.- ',,70kW- 4,:01---.1'--A--" - -3;-1 ,,-7 ,-2. , c,..7 ,...,,,<, * ••°.:;...„...,: ,e''e ,''IV:'1,;.•O.A.,r,o,
Wt., . 276 ''-*---,J,-..,;:, : 5,RPL.1f,77.174,. !,'!t.C,..1"..2:242 4, :,i,',27•61;;:4?,,,,,A,,,,,,,pteT,
.,,,,fif:i 0 ..)f.r., ,,,,',1
i Grand TOrarY t,,'. A
CAC February 19,2016
VIII-3 New Business
1 of 1
EXECUTIVE SUMMARY
Gordon River Dredging
OBJECTIVE: Update the CAC on dredging of Gordon River Pass Inlet.
CONSIDERATIONS: Representative Curt Clawson along with Marco Representative Mario
Diaz-Balart was instrumental in securing USACE funding in the 2016 USACE Jacksonville
District budget for dredging of Gordon River Inlet. Survey of the Inlet was completed the last
week in January 2016. The USACE has yet to determine the amount of sand to be dredged from
the inlet or the timing. The USACE will design the project and place it out for bid and complete
the work themselves, coordinating with Collier County. The USACE is looking to coordinate
this project with a similar project in Lee County to reduce mobilization cost.
FISCAL IMPACT: There is no fiscal impact associated with this request.
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan
related to this action.
ADVISORY COMMITTEE RECOMMENDATIONS: Update only.
RECOMMENDATION: Update the CAC dredging of Gordon River Pass Inlet.
Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning,
Impact Fees and Program Management Division, Growth Management Department
Attachment:
1) E-mail
oCo
N ,_
oi N
7
— C0
Z3
m w
2z
2 M
LLL
=_
U >
Q
U
C
O
I.., •0
U
co
i C
i*40
. c
O
O.
r
_f
C
CL co
o
- N
'1"f, cn Z
0 U
To
Ja
c))o c N
c o
U > O r
O 01 t0 IF,f „.........:::.--,i
; —
a) aj U k N U
Q. `3
E E - O C
v) .. y_
r0 O Q EUJ ' '• ' O alal
T
N N E Q1 • Nm
CO
crlU U C E v N
3 lLO a) g z �� O •) i
O N U_ • - u. >,++
��(7 )� E 0 � m - N U c
...'p Q.+V C N E O c co V
L a 0-
to cr)
O i
U v v
C LL Z
f6 Q
v
• n
tti .0
O 0O• N c
V 2 U 01
• tiyHUN11. 3 H Vf
N
E, N O
N C N
N
61 p
,-- CO
Z 3
a1 C1)
2 Z
ID M
N
0>
Q C
U a) a) m c6
(6 7 Z E O ..• E
cn
N "O ..r Q' c6 7 N -' L E
N U C cc6 `N- a) cN6 To .c / U - O
O +� O td Q) 0 t U a) V) >+ N N
..U C (6 +�
a) O 3 �- U c6 0 a) = COC C c6 c6
O E L O) 0 o t6 m (6 E t6 .� O o a) O N
CO C� co N C CD E a) o a) _ 0 0 0 C� Q ‘,-D-
'C >, U
N C —' N c6 ,.- O_ N _c 0 t' �" fl Cn t T
a) oc6 . rn o2 r _ c occoc6 0 cc `- t�
.E N o. -O '— o C N E to s' ' . m 992 -0
0 � U Q.
2 O ` N L C N O t6 "' a)
ca
2 as ts 3 om -0 (.0._ -o S] w- 0 ca N 7Li6
cp NCS ,- 2 a) e- is N O N U cd N O N O 0 0
c o_ ac) NL ca csUC --enN
cd c a) a) cC a) N E Q O a)
co 1" N Q) C m cd O L = N co C7)
(n 0 C N >, 4] N O o
N ,_ ) ,- •_ N U C N@ a) N _ a) U 0
°� om >' co3 Lc -viEIf.: cn c`6 j 3 4.0 4•+I -0o8- a) .«.
0. Z (n O a) (6 = OO 7 tyA C L 7'► N C N „L,
N C U o N C O 4 a) c6 3 0 .- L cn a) '. 2 N '�
COQ O TS O OU N 0 (V cd
r''x N Oa) T N m
t c6 = N C Na) G N Cf.. C 11 V NV O O
p n N 22 DcN ec aOC ow — O ca N O 6'
-a 4-0 O E a) a3o v o.— ° � To � i mw 3
ov m . o o X o o a) aa)) N xU N t0/1 Z cam `° c
in as com o > a? •oo v)� o ago 0 ° oULC)
m c LN c -0Or- m O � a) Et- m
v c°n ! N o o . 'ca. rn= 'c 0U o -o -0 O %. �� :? N
O cn 3 N -' O 3 O)y O 0 O N C >' 7 `- N1 C1 O a) T U N
D V U -O •}C O N O o C L =
C C U N , a) N 0 C Q O L N 0 (6
0 >, t o c6 a) t o N E c r '-' u) A 0 cn a a) a) ..0
v 'm 7 Q O N = (6 06 O m = — ca v) -- m 0 0 *U- i s
C) p U >,-0a) c RS U N L N N v a) N o O 'O8 a) 33 V CO ^ o O C
d aco
a)) N a) 'D o o C vi c to
Q. ca F) a) (>"6 N j N H O
G. caa CG ct � � c E o c o C cYmv E o +r i J � Ct a
Z c64 3 • CO `O -0 ;, . U • O -' N 0 -0 0 N LL. L
Ta w. ET) o � cow cula) COV N � OOO f/1 CO Z -' � a) '
a) m Da) t0 ocC U a) c .� a) n. Nm ° 0 0 O Uo •c .Ca (N6
4) I opo -0E o � Ea) 0 mai U � Zt0) 13 N fl'V � 3nma)
"� cin •- vain c o � o 'o E � °a ° � Ec� c6o ° C1 0 Zc000c
M Z — m U O O D - O > •.. 'c6 T@ C L 2 F., .s +.
'4 3 O � 0 a) N c -`- O G) c N 3 a) a) C o o 0 z = U N N N
°' ►— c > (6 > °' 5.), cca Uam o = • -, mt0cac`6
N o U ami o c6 co -0 o u) N as N a`_) m E c -- -o uO) c 0 a0+ � VUU �
o Z N o N L Q N C L
0 = 7 `- O a3 N O N N O Ir CO a) O N = J
N m (n -0 _c O -C 7:3 V 0 L N a) U .0 N U v- O
U
ca m C o co Fes— , 0 3 ~ a
CD N CO
N CN �
M
7
— Da
Z3
m as
2Z
N
M
L.L.
U >
Q
U
4
p O O �
Q ° N ° ° •o a .� _° s o o_
Qo > a) m -0 to a°i U) �` a°) — mm ° y as N c
°c CO = a0 _c .> a) ° ° � �_ 3E anc°)Uai N a'
al Z
c''2 as caV c �' `� m c N `o).> 0 ca CD E co � o 0) Eli
O O � a7) � O ' a) >, Q 0 c — "- •a co .r L U ° N (J o
0r a) ac o C o c - — N s o — ' L oZ a) C ,`. . �, c
o a) cn 'o ° y ; ° •c o a) o as . fo
° o0 'pU o CO c E ° = N aa`o .- o> 0 fO OEC a UCO rn >,
mNc) c°no c = ,_ Q .>_ ,oEcNv 0 � � o0) a) cmc .c
U al O y � — O o N a) rn ' a) O co CO c O y C
.O . o U 8 > c r) ab ° Occ �- a) fa) ° aD a) Y . O
Q._ ° 3 ° > ° cO > — o E c � v m = 040
c ° ° Z a) a) 3ci } � . co = u, oo c Q c co O °
coo > > ° 3 ° ,Yt) ° c o Es ., UNcoE z ° °
ca
co .c u) ° c � o -0 co oo 3 CO c u) a) CLQco a) a) .. ° o o
v) °)m �a as us- cc Emma) �� oac ._ a) a ° vi 6
a) fa O p U) U) O U a) a) >> p) Q- CO c) Ca
uuii C .ENavi a) o "' a) c c .0 t— c > Et _c i•-• d
E U o
as c a) ats o m Q m c o c cin u°) ° .= cO O > >; >,-' c o
c L ad > co N a) > U > N
� .E a) v_) ° E 'n a I at E 3 .u) c a) d 4? °� o o c ° U 5 E v; .2 o
cu'o .) c.cEa) LL _UU) 3a ° 0 con - - Em '0 V -� '2 -° v = >, CnnQ °o. W O
CD CO)~ O c a) -� a) c O c c U YO ¢ Q Q w ° m
a) N Q N
as c O 'O as os O-.c U a) ° O .g �O co V E o , D. aa) U a) E Y a)
caoi an (oa) a) .c c ° t-` ao3 '� ca) ° a) >' C u' � ° .oma F- 3a) o 0)
CI)
O O 0 U CO• N .L aD O a) c wn
ci °o LO > O O p c fl N O
a) c - O ,- T 'OO O O O u) C 0 c O a0 a) - r , ' °W - ` ° ° ° � cU ° U � ) ocoo coQ ° E � ° ° � C a0)
01
/19
.0 O L U = N 4) O Qcr, .L.. _c C m p Q > a }�� N C p c_ L vs
O 0
c u) j N a) Ti) N E >, c0 ' O — Cr a) (fl t a� c ° v- 'D �"' ° ) 3
.. ocaoccoc v>ioc °` r of � °) c'"o °) _m d Ecoo � .00 a) � cp a)
c ° ° a) -. 3cc — c ,r.+ 0) .c ° — m . rn .. °
E o ~ mini � a)-0c aa)) ac`� y = m � a) 0 a`)) -a oE - aa) ,_ aa)i -2aa)) 3
Q Qc a7 it c c aT ° v N ° m 4! � a) C7 3N � cc -0 u) cu -0 c
° � u�i Z ° > � ccoal� o " a ° Los � � i- aa) N Q. o cL `I) a) aa)) 0 U .... E
O to L a) U N U �, N aT K O .+ 0 co m
aa)) ° ? N3 121 s a)ooM o cCU > 000I 1 COc0Ca.0 an0a) ° aa)
'O C U 0 '3 'O "- _c CO an o ai w 10 CO CI 0 z m Cn O 2 ( r o 07
al _ •Q ° — as co E (/) ca 3 0 E a) o o >, N ° 3 m c o 3 o -o c
>,— = w2),°. m� cn wL O 2 coin LT. co C ( O_ s as 0 o a) W u) u' as o
= Nc � 3a) N > usE0 U >'inaTO-- � aal 0Q. O03U (I) co 't U
c y c a° > -CLU (1) .0 U E ° c E ° a) 41I. z c a 0 .r O � °
a) N a) cn v°i fay o r 3 N - - O) L ` C) Ito 0_, c 2 O CO -
. p m co a)
c 3 ° aa)) Nm 3 - a) 2 -3 "5 m o .5 o ( N o0 0) -O ° a)
-0 aa) ,� t U 2 a) o 0 as 0 O 3 0 3 °v _c O u) ' Q J a) N c) o m o ° ° L
a) U of coo 0u 0. >,.E u. _ � 2 ° _ () 5 OW S � .EWU a OOZ .c :
(O NN 0
E
O C 46
(N 7
‘- CO
a a)
as N
2z
M
N i
I1
U -5
Q
0
O — 4- L N
r-. N T C >, C 0 O to in Cl) to I— a)
N Na)
+N L TE co E N +s C O a) • a) N .�
N E U ., N :- t N 0 0 _ O E ,8 U C to
fl,,° °N a o e ¢ cD C Q > ° O - .N o c� a 0 N
Z CU N N N O Iii X C Y m o �' T N T N cllO O a Er) N O CD O V 4-0 w 7
r- m C _ 0 N a C t� C c .. c6 O "-' Q 0 0
O co p to c O O Q .0 -(f)
N -V U O > N ° p c to up
Q • U E O a
.0 -0 dU � ( Cc � � o ;_ � wm � � � > LL c _ Nm U >
N CD o co c c — 1- 0- >.~ O c a) N , (n N
Y •c U j .� C m y C 0;0 N N c a O N .6.+ (n —1 E c >.E.
w- C — O_ tR 0 fC L !A O C C Lv N N E N
o L N Q' O V "' N N N C c 0 N o N M N c c 00 N
CO �- N C a) C to m ° +.. Q
CD 13 N co 13) NQ cm2 N -p p -0 a) "� UoO T O N tn � k N 0
to Cr, 'O c c6 at L aj — to c ,- O NON a) Q to > ti N L c0
co o '� ° r- 0 > m ° a! ca ofo o K oc� CDa) , L
> c O N L U a) to N U • "- N a = U c �' N
° 0 w N ° O a L O o W O C O
c 0 Cif 0 Z 45 c Iii L O o d 0 - N o 7 > O 'c U co
m N O O N CO NO C C L to T c .n _0 > N N c o 0 U
E cT L V O -e p 0 ° N —co -5 O T a 0 e- N .0 L cB to "0 C N
_c C N •5) C T L d .N co `O.� o....° • c6 O L N ` to ..
"C) O C V •� C 0 0 ° N O V N 0 0 0 0 2 'O C = o to O N Cr
C C 7 N O C .n .N to C7 N = O • L7 > .- C N N C 2 2 0 N C N
t`° '55 0� O �° E ° Y ° Y 0 O3 U ° � O` Q .�. p � N c cn TUJ � a
N N u) N Ccl) a w O n O- m ca
c U ' w rn E -c N N C 0 .n o)- cp to 0. N c3a O ca co 0 Q ,LN,, a c
c .E a) .� p -6 rnt co N w t T a) ( O. ' T N Y ci O N
co a) a) w u) > j O N a) N H N — c0 v) C c co LL O L- N N
N > co O c c -gyp 2 c " OV 61' N o 2 V ..0 O O �c
m . _ `�
U▪ c) Ca 0 c co 0 3 p) o- tB .c L a_CE O N N .Z O c Efl CO O` 0 O co w
�. m .,_, O o L T
N W ., O L O C L a Ca
` Y o c Q Q Q 2 00 0 O ` c — 0 0 L J
w ° 0 0 >' 0 cY m° CO o 3 E 5 N a c_)� cU 'c'
Cl) Y c°n'oU lj
E
E N 0 O 0 O o CN C)O .� p N 'a 3 45 to p Q O c O`
o u) o '503 .2 --�, � .«. c N o = O E 0 N v� _ 4-
C O c tB -° O U O N C] C O 0 0) c ° 0 0. c 0 N to
to `' U N .E o N tt'b 3 p O N - a).E a°) C a ° U to Cl) as 0 O rn N N
�O T O TOO •. C '- U) o E - 3 OU) f0 I J al N rn 0 m
C E 2 N C N O a) co N +. N O a o c0 o >, O ICDC a) 3
°U •fC Q O L c U ` Y C N — 3 (} O N O C (� Z .N y W 0 c c
_ O rn N to
0s N Y x ° Nw E �� O 0 0 �' w ° arIIi
.N 0)_c 0) N N 0 O p Q)to as u)) > 0 co_N •- •c) E �J U O o _) N U) L Z N 'O ° c
c_ rn 3 cu C N O ° u N c a up) o co c O co v)re ,N O = 0 W O N c
L C O O E C 2E a L N O) E a c G .-. a`) o `- O 'N° N aU) c
CI N E O — �. c p Ern to Y N L O _,(q 2 > `-
a) z O z a o o cv o - c° O o o o c E cu w .. co
ca -oL LL. rno N a0 3 3 0 - 0 Nww —1 4.-. L- 0 0 V L � .SW N = S .n
co ( (o
N
O 0) u,
O
N •7_
COCSi
2'
mai
2z
JDM
CU
LI-
U >
Q
U
O .�.
u) O ` F-
3 +L-, >' O O
a) O o .. o >- 'C
� O m a) as 0
L f° O _ as tT p W
O L c C t° ( u'
T 4? y O O O W a) F- N
y CD 3 p ` c c c,
(° U N (B N
__ .c O O .-' a) 4± f--
a) O LL in
(� C (° CO f6 N ~' N
U "O tot a) U_ O) � Q N
a) c O O C 'a O uv) _c Y a' a7 C@
Cin O - asi Och
M (nZf-
N lT a) C w.
amino +�� = 3a) L vc 175
ti a ` t~ �w' f° a)
CIS
• CD .5 LL " "0 a) 0 3 T tV) W vi
(" Cl).-o � �n CU "•-• C o �' E o °�'
r- c � a) Ca ..- 0 CU a'
(" Co .. 3 O N O CU o T Y M
rn � o � � rn > = .V u) as a. � co cn u,
c >. tnot° cca) � O +) " u_ tn -n
a) 2 c ci) u aa)i 'Z % 0 V) � � co c,� C
nLi. o o as 0 N -a C C Q� _c oLo a`)
> c � � cap 0 > - `—' U0) a)
Coo a) 0 ` L u) t'' s a) Z a) a) (� >
•C > 0 > L a) a) C v Q N
:= W U > 3 E T c) 7 06 0
>' O N O L Q' O O 0 E co cn U F- LL
f° O O_ EL a) c OY
C 3 N , •' i U 0 ~ U
O a) N C a) .O a) O O O co a) a)
U .L.' N a) c •` JL ,1 E U
E O " O a) O U) t° N U r o n
u) .c Cl) C L C U Ca 3 N u) In
•C a) a) O
0 Co N L CLJ w (° `) U O \ `p) co O t9
N co C > to a) C N N C vi 4, \ c Uco
f° VY us C C C C O = D N
C u) O O O OL TU L oQ 0 O '�.=„`ct - O ON
m C.-NCa) � C? as 1”) f° a) coCN
-----
RI-
'0 rn � -) 0) o 3 a C O C C.) -00 C� c N
LLL U N � WO O U >- 0 Uw_ � � F-
T
d
U
O
N
co N�o m
N ..n(.0
rn CO m
a:
cc5 cc)
Z c
T
LL
U' a>
Q co
0 .0
0
R
E ,
0
C
0
y,
m
b
c
6:
N
O
.7'.:-...
C
C
4
U)
c
J
N
;' L
.. 0
c1U 071
Cyy` 75
G
co
52\ C
.
yI .J
� d
s c
'- o I
1
-I _ G
n, � 6i
C7 c�CO .a
y
N
N co
m
* \IN
j T
co
c
'ie.\ -o
G
T
N
.7
O
U
-
U
L
G
d
(0
co
n:
N
N
6
'O
J
CO
F
E m
0 c
ti 3
0
co
a o
o m
— c
LL O
L
N G
4 OJ --
C d
CAC February 19,2016
VIII-5 New Business
1 of 5
EXECUTIVE SUMMARY
Permit Status
OBJECTIVE: To provide the CAC information regarding permit status.
CONSIDERATIONS:
• 15-year Major Beach Renourishment Permit: The FDEP permit has been issued for
several months. With the incorporation of loggerhead turtle critical habitat into the Gulf
Regional Biological Opinion, the way has been cleared for the USACE to issue the
permit. All that remains at this time is drafting and finalization of the permit by USACE
staff in Fort Myers.
• Marco Central Beach Regrade
Marco Island is blessed to have such wide beaches but the width and flatness present
their own set of unique problems. The flatness and width of the beaches create ponding
and algae formations where the standing water puddles. The County and Coastal
Advisory Committee has been working to correct this drainage issue for over 10 years.
In the past, we have "Laser Graded" the beaches by filling in the low spots with sand
from higher points on the beach. We performed this three times in the past 10 years with
marginal results. In addition to being very expensive, enough sand was just not available
to create enough of a positive slope to correct the drainage issues. The large dump trucks
that you suggest"took your sand away" several years ago were laser grading the beach to
place sand at the dune line by removing the high spots at the intertidal zone. All that
sand stayed on the beach and generally in front of your condo. However, it was not
significant enough to properly affect the beach slope or positive drainage.
In 2014, the BCC and Coastal Advisory Committee, directed staff to develop a more
robust, positive solution to the beach drainage. Staff developed a plan after consulting
with the Florida Department of Environmental Protection to remove sand from the
intertidal zone of the beach and regrade the beach with a positive slope. Before we
would recommend a solution, we modeled the beach to assure no detrimental effect to the
existing beach. Florida Department of Environmental Protection reviewed our modeling
and concurred that no negative impact would result from this regrading. The area of the
beach that we will be regrading will be from the area south of Sand Dollar Island to
approximately 700 feet north of the Marriott hotel. This area of beach is approximately
1,000 feet wide and has been accreting for the past 20 years. Accretion will continue as a
result of the disintegration of the islands just north Sand Dollar Island and the sheltering
affect of Sand Dollar Island to the beaches in the south.
After regrading in the north (R136.5), the beach will be reduced by 225 feet but remain
745 feet wide. In the south(approximately 700 feet north of the Marriott hotel at R-140),
CAC February 19,2016
VIII-5 New Business
2 of 5
the beach will be reduced by approximately 121 feet but remain 336 feet wide.
Regrading the Central Marco Island beach to correct the drainage will take approximately
170,000 Cy's of sand. Approximately 135,000 Cy's will come from the intertidal zone of
the Central Marco Beach; 30,000 Cy's will be donated by Hideaway Beach and 5,000
Cy's will be donated by the Marriott Hotel. At the Admiralty (R137), the beach will be
reduced by approximately 168 feet but remain 594 feet wide. We expect that within 3
years the beach will accrete back to the pre-regrading levels but benefit from the positive
slope regrade.
FDEP has proposed incorporating this scope of work into the existing South Marco beach
renourishment permit. Staff has agreed to this faster permitting recommendation.
FWC and FWS have agreed conceptually with this scope of work. Permitting is expected
to be complete in 2016 with construction anticipated in 2017.
• South Marco Beach Renourishment
Tropical Storm Debbie damaged South Marco beach and authorized approximately
13,000 cy's for beach repairs. Several issues are pending.
A) The FDEP and USACE will require a permit modification to allow truck-haul beach
renourishment from an upland source.
B) A FEMA time extension from 7/3/2016 to 6/30/2017 is being solicited.
C) Truck haul and conveyor replacement is anticipated.
D) Construction is anticipated before 5/1/2017.
• Doctors Pass Jetty
FDEP has issued a permit to complete this work. A permit from the USACE is still
pending. The FDEP permit restricts construction to outside of turtle nesting season.
Staff is requesting a permit modification from FDEP to allow construction during nesting
season since no beach work is anticipated. Construction is anticipated in 2016.
• Erosion Control Structures South of Doctors
Modeling and a permittable design are completed and have been submitted to FDEP and
the USACE for permitting. Permitting is expected in 2016 with construction expected in
2017.
• Clam Pass Beach Park
Preliminary design concepts to be incorporated into a minor permit mod application once
the 15-year renourishment permit is issued by the USACE. A FDEP and USACE permit
modification will be required.
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan
related to this action.
CAC February 19,2016
VIII-5 New Business
3 of 5
ADVISORY COMMITTEE RECOMMENDATIONS: Update only.
RECOMMENDATION: To provide the CAC information regarding permit status.
Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning,
Impact Fees and Program Management Division, Growth Management Department
CAC February 19,2016
VIII-5 New Business
4 of 5
REQUEST FOR PROJECT TIME EXTENSION PAGE_1_.of_1_
;COMPLETE EACH CELL - PREPARE A SEPARATE REQUEST FOR EACH PROJECT)
DECLARATION NO. PW NO. FIPS NO. DATE° CATEGORY
1079 021-99021-00 1-25-2016 G
,FEMA -DR-4068
APPLICANT. COUNTY: DAMAGED FACILITY:
COLLIER COUNTY COLLIER SOUTH MARCO BEACHES
DATE OF DECLARATION: DATE OF PROJECT APPROVAL/FUNDING: DATE PROJECT IS CURRENTLY APPROVED THROUGH°
7-3-12 7-29-13 7-3-18
NUMBER OF PREVIOUS TIME EXTENSIONS. 1 PERCENTAGE OF WORK COMPLETE AS OF THE DATE OF THIS REQUEST:
5%
MILESTONES: PROJECTED DATE: ACTUAL DATE:
1 DESIGN FINALIZED AND APPROVED 11.1-2016
ti 2.BID PACKAGE OR WORK ORDER ISSUED: 11-1-2016
3 CONTRACT ACCEPTED I NOTICE TO PROCEED, 1.31-2017
4.SCOPE OF WORK STARTED: 2-1-2017
5.SCOPE OF WORK FINISHED: 4-30-2017
6,CERTICATE OF COMPLETION/PROJECT APPROVAL: 6-30-2017
PROVIDE A DETAILED TIMELINE OF DELAYS IN CONJUNCTION WITH DOCUMENTED JUSTIFICATION DESCRIBING THE EXTENUATING
CIRCUMSTANCES OR UNUSUAL PROJECT REQUIREMENTS THAT ARE BEYOND THE CONTROL OF THE APPLICANT. (This must be
'4ovided for approval consideration. Add attachments as necessary for a complete request description)°
This is to recommend that Collier County request a time extension from the Federal Emergency
Management Agency(FEMA)for funding to construct the South Marco Island Tropical Storm (TS)
Debby restoration project. The project is for repair of the beach nourishment project which was
damaged by TS Debby in 2012, FEMA previously determined that the engineered beach
nourishment project qualified for FEMA funding as a Category G project(Applicant No. PA-04-FL-
4068-PW-01079).
As you are aware, we are presently waiting for the appropriate permit modifications and approvals
for the South Marco repair project. Once all permit modifications and approvals have been secured,
and a contractor is selected, we can proceed forward with repair of the beach.
Permit modifications are required from the State of Florida, Department of Environmental Protection
(FDEP) and from the U.S. Army Corps of Engineers (USACE) to allow for the use of upland sand
sources, which is the most cost-effective method of constructing this beach repair project.
Presently, we are in the process of obtaining the permit modifications. The permit modification 9 '
application itself was submitted December 31, 2015. After the permit modification application is
reviewed by the agencies, they have an opportunity for questions and comments. The questions?j;
and comments may include questions about environmental and geotechnical studies or evaluations.
Due to the current workload of the USACE, it may take several months before we can expect to
have the permit modifications in hand.
The USACE permit modification may also be dependent upon comment from other federal agencies
that review the project. Such commenting agencies include U.S. Fish and Wildlife Service and the
National Marine Fisheries Service. Coordination among the federal agencies can delay issuance of
- the USACE permit modification. We anticipate receipt of the federal approvals by April 2016 at the
earliest.
CAC February 19,2016
VIII-5 New Business
5 of 5
The County will go out to bid for contractor selection after receipt of the required permits and project ;
approvals. We are developing the project plans and specifications. Once complete,draft plans and
specifications will be provided to the County for review and comment. After the plans and
specifications are complete, the County may place the project out to bid. The bidding contractors
will have a 22 day period to submit bids. There will be a period of time before the County confirms ,
contractor selection, enters into an agreement and proceeds forward with the project. During this 4
' period of time, the contractor will be providing such information as required by the County including
the insurance documents and appropriate bonds. After the contractor is under contract, at least
i another 30 days will be required for the contractor to mobilize to the site and begin construction of
the project. About two months will be required to go out to bid, select the contractor and enter into a
contract, assuming there are no complications. As previously stated, this process will occur after
project permit modifications and approvals have been issued. Assuming the projected schedule for
the receipt of approvals is correct, it will be early summer before we are in a position to proceed with
project construction.
Considering the unknown timeframe to secure our permit modifications, which will delay the
selection of a contractor, mobilization and project construction, it is unlikely that the project will
be complete prior to July 3, 2016. As a result, we recommend the County obtain a time
extension for FEMA funding for the beach repair project. It is recommended that FEMA funding
be available through April 30th, 2017.
Projected Project Completion Date. 4-30-2017
i
Applicant understands that: 1)approval is based on the information provided with this request; 2)any changed conditions are
to be immediately brought to the attention of the Governors Authorized Representative,and, 3)approved projects remain
subject to all previous requirements for accountability. completion. and closure.
SIGNATURE OF APPLICANT'S AUTHORIZED REPRESENTATIVE: DATE:
,,- f/�� 4 ,G' 1-25-2016
PRINT NAME and-POSITION: - CONTACT NUMBER:
Gary McAlpin,Manager-Coastal Zone Management,Collier County,Florida 239-252-5342
sits ,
CAC February 19,2016
VIII-4 New Business
1 of 1
EXECUTIVE SUMMARY
Gulf Regional Biological Opinion
OBJECTIVE: To provide the CAC information regarding the Gulf Regional Biological
Opinion.
CONSIDERATIONS: The Gulf Regional Biological Opinion for Hopper Dredges has been
amended by the USACE and National Marine Fisheries (NMF) to include loggerhead turtle
critical habitat. The permit modification will be site specific with the USACE and NMF's
responsible to determine if detailed consultation is required. Incorporation of loggerhead critical
habitat criteria into the Gulf Regional Biological Opinion has allowed the 15-year Major Beach
Renourishment permit to be issued without detailed consultation with NMF. It will also allow
the Clam Pass Park permit modification to proceed without detailed consultation.
Critical habitat determination into the Gulf Regional Biological Opinion only applies to
loggerhead sea turtles and does not include Red Knott shorebird consultation.
FISCAL IMPACT: There is no fiscal impact associated with this request.
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan
related to this action.
ADVISORY COMMITTEE RECOMMENDATIONS: Update only.
RECOMMENDATION: To provide the CAC information regarding the Gulf Regional
Biological Opinion.
Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning,
Impact Fees and Program Management Division, Growth Management Department
CAC February 19,2016
VIII-6 New Business
1 of 1
EXECUTIVE SUMMARY
Wiggins Pass Status
OBJECTIVE: To provide update to the CAC regarding Wiggins Pass Status.
CONSIDERATIONS: Dredging has been completed on Wiggins Pass. Recent storms,
especially those occurring at the end of January prompted staff to issue the following heads-up
warning to County management.
This past weekend's storm deposited a significant amount of sand into Wiggins Pass.
Some locations received as much as 2 feet of additional material. This is a concern but
not an emergency. In the past, the scouring velocity of the current has removed shoaled
sediment from the pass. However, the past two storms have been more wind events that
rain events and the pass has not had time to correct itself. We are expecting another
wind storm tomorrow and Friday of this week.
Our plan is to assess the Pass on Monday of next week and determine our next steps. We
just finished dredging the pass at the end of last year.
Please share as appropriate. Warning signage is being posted.
As expected, scouring velocities are cleaning out the pass. We continue to monitor the pass and
access status.
A recent complaint indicated that the channel leading to the south into Vanderbilt Lagoon has
shoaled approximately 50 feet south of the intersection with the main channel. If dredging is
needed,this may be an MSTU issue.
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan
related to this action.
ADVISORY COMMITTEE RECOMMENDATIONS: Update only.
RECOMMENDATION: To provide update to the CAC regarding Wiggins Pass Status.
Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning,
Impact Fees and Program Management Division, Growth Management Depailment
N -
C O7
CO
dal
CD d
c.) > • H J
d
E
o •.�
oW
a
0
0
M N
0
t'
$4 I
4.1
w w
5,
4.1 4)
LO
ba
. x
- . N a
..,r.. NI
0 a r°n A
o
8. ~ a
a
E
I a.
M
.14a a
CAC February 19,2016
VIII-7 New Business
1 of 1
EXECUTIVE SUMMARY
USACE—Feasibility Study
OBJECTIVE: To provide update to the CAC regarding USACE—Feasibility Study.
CONSIDERATIONS: Funds were not included in the FY 17 USACE budget to fund a 15-year
(no longer 50-year) federal beach renourishment grant. USACE staff is formulating a plan that
will be shared with county staff to address and fund this issue.
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan
related to this action.
ADVISORY COMMITTEE RECOMMENDATIONS: Update only.
RECOMMENDATION: To provide update to the CAC regarding USACE—Feasibility Study.
Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning,
Impact Fees and Program Management Division, Growth Management Department
CAC February 19,2016
VIII-7 New Business
1 of 1
WightDebbie
From: WightDebbie
Sent: Friday, February 12, 2016 1:15 PM
To: ReedBrandon
Cc: WightDebbie; McAlpinGary
Subject: Federal Appropriations
Brandon,
Coastal Zone Management needs federal funding for a federal Feasibility Study to be
conducted/approved by the Army Corps of Engineers. The Corps no longer requires the
Reconnaissance Study as a first step.
Coastal Zone is also seeking the 15-Year Grant.
Gary will be talking to the Corps in the next few weeks and he will get back to you for Rep.
Clawson's office, which needs requests by early March.
Thanks,
Debbie
Under Florida Law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public records request.do not send
electronic mail to this entity.Instead,contact this office by telephone or in writing.
1