Agenda 06/24/2008 Item #16D13
Agenda Item No. 16D13
June 24, 2008
Page 1 of 23
EXECUTIVE SUMMARY
Recommend approval of Work Order CPE-FT-3902-08-02 under Contract 06-3902
with Coastal Planning and Engineering in the amount of $295,185 and a Budget
Amendment totaling $295,185 from 195 Reserves.
OBJECTIVE: To locate offshore sand for the County's public beach renourishment
program, and to approve a budget amendment to fund the offshore design phase
geotechnical and geophysical investigation off Cape Romano Project (902981 ).
CONSIDERATIONS: This project is for the design phase sand search investigation.
Design level field investigations will be conducted at an area previously identified as a
potential sand resource in the reconnaissance level sand search. This area is located
offshore of Cape Romano, in the vicinity of the Cape Romano Shoals. The goal is to
find a sufficient volume of beach compatible sand to repair the beach in the event of a
major emergency.
Phase 1 of this project has been completed and Phase 2 was not budgeted for this
fiscal year. At this time we are able to proceed with Phase 2.
~
Key position points are as follows:
1. Significant high quality sand exists at the T -1 location in federal waters off
Sanibel Island in Lee County. However, mobilization costs at $2,500,000 and
unit prices of approximately $25/CY make this sand very high priced.
2. An investigation by CE&E was undertaken to identify and quantify small sand
source within a short distance of Collier County coasts that could be used for
emergency renourishment at a significantly reduced price from the previous
renourishment mobilization and unit prices.
3. The shoal off Cape Romano based on preliminary testing contain between
500,000 and 1,000,000 CY of beach quality sand coarse enough without fine
grained material, calcium and/or silt to perform effectively on our beaches.
4. The State will require additional design and development of this borrow location
to confirm and permit this site. To date, Collier County has spent approximately
$155,000 with the preliminary site investigation. Design and permitting is
proposed at $295,185 for a total development cost of this site expected to be in
the $450,000 to $500,000 range. Development of the T-1 site in federal water
cost Collier County in excess of $2,000,000.
5. The Cape Romano Shoals are located 10-12 miles from the center of Naples
beaches. This location is relatively shallow in approximately 10 to 15 feet of
water. Cutter head dredges and barges/scowls will be required to dredge and
transport this sand. While this location and method will certainly be less
expensive than $2,500,000 mobilization and $25/CY unit price, it will not
necessarily be inexpensive either.
6. An alternate source of sand will provide contracting options that will undoubtedly
improve our contracting position/option/pricing in the future.
Agenda Item No. 16013
June 24, 2008
Page 2 of 23
ADVISORY COMMITTEE RECOMMENDATIONS: The CAC unanimously (8 to 0)
approved funding of this item at their March 13, 2008 meeting. The TOC unanimousiy
(9 to 0) approved funding of this item at their May 19, 2008 meeting.
FISCAL IMPACT: A budget amendment totaling $295,185 is necessary moving dollars
from Fund (195) reserves to the Small Sand Source Investigation Project (902981).
Budgeted reserves within Fund (195) after processing this amendment will total
$11,327,921. The Source of funds is from Category "A" Tourist Development Tax.
LEGAL CONSIDERATIONS: This item has been reviewed and approved for form and
legal sufficiency. -CMG
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management
Plan related to this action.
RECOMMENDATION: To 1. Approve Work Order CPE-FT-3902-08-02 with Coastal
Planning and Engineering in the amount of $295,185, 2. Approve a Budget Amendment
totaling $295,185 from Fund (195) Reserves to fund offshore design phase geotechnical
and geophysical investigation off Cape Romano Project (902981) and. 3. Authorize the
County Manager or his designee to sign Work Order CPE-FT-3902-08-02.
PREPARED BY: Gail Hambright, Tourist Tax Coordinator
Page ] of I
Agenda Item No. 16013
June 24, 2008
Page 3 of 23
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
Item Number:
Item Summary:
16013
Meeting Date:
Recommend approval of Work Order CPE~FT~3902-08-02 under Contract 06-3902 with
Coastal Planning and Engineering in the amount of $295,185 and a Budget Amendment
totaling $295,185 from 195 Reserves (Cape Romano sand search)
6/24/200890000 AM
Approved By
Gary McAlpin
Costal Project Manager
Date
Public Services
Coastal Zone Management
5/21/20083:54 PM
Approved By
Colleen Greene
Assistant County Attorner
Date
County Attorney
County Attorney Office
5/23/20084:14 PM
Approved By
Kathy Carpenter
Executive Secretary
Date
Public Services
Public Services Admin.
5/27/20088:09 AM
Approved By
Linda Best
Contracts Agent
Date
Administrative Services
Purchasing
6/4/20088:29 AM
Approved By
Kelsey Ward
Contract Administration Manager
Date
Administrative Services
Purchasing
6/4/2008 11 :52 AM
Approved By
Marla Ramsey
Public Services Administrator
Date
Public Services
Public Services Admin.
6/10/20085:27 PM
Approved By
OMS Coordinator
OMS Coordinator
Date
County Manager's Office
Office of Management & Budget
6/12/2008 2:32 PM
Approved By
Mark Isackson
Budget Analyst
Date
County Manager's Office
Office of Management & Budget
6/13/200810:53 AM
Approved By
James V. Mudd
County Manager
Date
Board of County
Commissioners
County Manager's Office
6/16/20081:15 PM
file://C:\AgendaTest\Export\ 11 O-June%2024,%202008\ J 6.%20CONSENT%20AGENDA \ 1... 61l8/2008
COASTAL PLANNING & ENGINEERING, INC.
Agenda Item No. 16013
June 24, 2008
CD'"'' 0'"
2481 NW BOCA RATON BOULEVARD. BOCA RATON. FL 33431
561-391-8102 PHONE 561-391-9116 FAX
INTERNET: htto:/lwww.coastalolannina.net
e-mail: mail[a:lcoastalolannino.net
May 30, 2008
1. Gary McAlpin,
Director
Coastal Zone Management
3300 Santa Barbara Blvd.
Naples, Florida 34116
Re: Proposal for the offshore Design Phase Geotechnical and Geophysical Investigation off
Cape Romano, Collier County, Florida - Revised May 30, 2008
Gary:
The following scope of work for the design phase sand search investigation is provided for
review and approval by Collier County. Design level field investigations will be conducted at an
area previously identified as a potential sand resource in the reconnaissance level sand search.
This area is located offshore of Cape Romano, in the vicinity of the Cape Romano Shoals. The
goal is to find a sufficient volume of beach compatible sand to repair the beach in case of a major
emergency.
The borrow area development will include planning and mobilization, a geophysical survey
involving the collection of seismic, sidescan sonar, bathymetric and magnetometer data, the
collection of offshore vibracores and a cultural resources survey. Post field operations will
include sediment analyses of the vibracores; borrow area design and development of a
geotechnical report which will be provided to the regulatory agencies. A compatibility analysis
will be conducted to match sand sources and beach areas for optimal performance.
The sand search investigation will be conducted to the geotechnical standards currently
acceptable to the Florida Department of Environmental Protection (FDEP). CPE will work
closely with Collier County and FDEP during the field and design phases of the investigation.
If you have any questions, please call me.
Sincerely,
COASTAL PLANNING & ENGINEERING, lNC
Stephen Keehn, PE
Senior Coastal Engineer
cc: Jeffrey L. Andrews, PSM, CIH, CPE
Agenda Item No. 16013
June 24, 2008
Page 5 of 23
SCOPE OF CONSULTANT SERVICES FOR THE DESIGN PHASE CAPE ROMANO,
COLLIER COUNTY, FLORIDA SAND SEARCH INVESTIGATION
Revised May 30, 2008
INTRODUCTION
The purpose of this work is to continue the field investigation necessary for the design and
permitting of sand sources offshore of Cape Romano required for future emergency beach
nourishment projects along the Collier County coastline.
To meet the needs of future emergency beach nourishment projects, Collier County authorized
Coastal Planning & Engineering, Inc. (CPE) to conduct reconnaissance level marine sand search
investigations. During Phase I, a comprehensive review of the sediment resources offshore of
Collier County was conducted to identify potential beach compatible sand sources for use in
small emergency nourishment projects along the County's coast. Five (5) main areas including
the Gordon Pass Ebb Tidal Shoal, the 1996 CEC Ridge Deposit, the 2002 CPE Ridge Deposits,
the Big Marco Pass Ebb Tidal Shoal and the Cape Romano Shoals were recommended for
further investigation. The northern portion of the 2002 CPE Ridge Deposits and the Big Marco
Pass Ebb Shoal were recommended for further review of existing data. The areas recommended
for reconnaissance level investigations include the southern portion of the 2002 CPE Ridge
Deposits, the Gordon Pass Ebb Tidal Shoal, the 1996 CEC Ridge Deposit and the sand ridges
located off Cape Romano. Phase 11 investigations consisted of geophysical and vibracore
surveys. The reconnaissance level investigation resulted in the identification of one (l) area that
is suitable for further detailed investigation for development as an emergency borrow area.
The following is a scope of work for design-level sand search investigations offshore Cape
Romano, Collier County. These detailed field investigations will be conducted in and around the
areas that have been previously identified as potential sand resources (Figure I). The borrow area
development will include planning and mobilization, Eighty (80) line miles of geophysical
survey involving the collection of seismic, sidescan sonar, bathymetric and magnetometer data at
60 meter spacing across the proposed study area (Figure I), the collection of twenty (20)
vibracores and a cultural resources survey. Post field operations will include sediment analyses
of the vibracores, borrow area design, development of a geotechnical report and cultural
resources report, which will be provided to the regulatory agencies. The proposed geotechnical
investigation and cultural resources survey will be conducted to the geotechnical standards
currently acceptable to the Florida Department of Environmental Protection (FDEP). CPE will
work closely with Collier County and FOEP during the design and field components of the
surveys. This scope of work is provided for review and approval by Collier County.
Agenda Item No. 16013
June 24, 2008
Page 6 of 23
Comer Easting Northing Latitude Longitude
1 429156 512037 25.51 8244
2 457456 497152 25.59 8248
3 455477 494756 25.59 8249
4 427599 511386 25.51 8244
5 437745 510034 25.54 8244
6 462811 505934 25.61 8245
7 461123 502982 25.00 8245
8 436227 507987 25.53 8245
9 437w:J 516515 25.54 8242
10 455433 512965 25.59 8243
11 456599 51= 25.59 8244
12 436800 514771 25.53 S243
13 429588 524517 25.51 8240
14 451853 515827 25.58 8243
15 450395 512996 25.57 8243
16 429027 523344 25.51 8240
CCVC-07'10
(lat 25,72, long 82.68)
CCVC-07-11
(lat25.74, long 82.64)
1
20000 CAPE ROMANO
SHOALS
10
~o
,v.~
S
52000
e.oOO 16,000
Feet
50000
8
o
8
'"
NOTES:
1. COORDINATES ARE IN FEET BASED ON THE FLORIDA STATE PLANE
COORDINATE SYSTEM. EAST ZONE. NORTH AMERICAN OA TUM OF 1983
(NAD 83)
2. ELEVATIONS WITHIN THE POTENTIAL SAND RESOURCES RANGE FROM
-26 FT NAVD 88 (TROUGH ELEVATION) TO -12 FT NAVD 88 (RIDGE
ELEVATION)
LEGEND
. 2007 CPE VIBRACORES
. AQUATIC PRESERVES
.. POTENTIAL SAND RESOURCES
- FEDERAUSTATE LINE
Figure 1. Cape Romano proposed area of investigation.
Agenda Item No. 16013
June 24, 2008
Page 7 of 23
SCOPE OF SERVICES
The investigations will include geophysical surveys, geotechnical surveys, a cultural resource
survey and production of a final report. A four (4) day joint seismic reflection profiling, sidescan
sonar, bathymetric and magnetometer survey will be conducted over the 3.2 square mile area of
investigation. The survey layout will consist of twenty - six (26) lines, each approximately 3.0
nautical miles long with a line spacing of 60 meters. A total of 80 miles of seismic profile data
will be collected. Twenty (20) vibracores will be collected over a three (3) day period within the
3.2 square mile area of investigation. After the collection and analysis of vibracores, a cultural
resource investigation will be conducted. The cultural resource investigation will be comprised
of joint seismic, sidescan sonar, magnetometer and bathymetric survey carried out over a two (2)
day period. The cultural resource investigation will focus on the area( s) identified for borrow
area development. This investigation will supplement the data acquired during the
reconnaissance geophysical investigation in order to obtain the 30 meter line spacing required to
perform the cultural resource assessment. The final phase includes a geotechnical report. The
geotechnical report will cover the geophysical and geotechnical surveys, evaluations of field
survey results and the quantity and quality of potential sand deposits.
The fee to provide the services, detailed in this proposal is $295,185.
TASK 1: OFFICE RESEARCH AND PLANNING ($3,360 T&M Not to Exceed)
Historic datasets available for the study area (bathymetry, seismic, sidescan, bottom samples,
vibracores, etc.), ROSS datasets, NOAA bathymetry datasets and morphologic maps will be
reevaluated and analyzed in a GIS (Geographical Information System) framework in order to
provide background information in addition to the recent findings of the reconnaissance level
investigations. The information gathered during this phase will be evaluated and incorporated in
the existing GIS database that, in turn, will be used to develop the survey plan.
TASK 2: GEOPHYSICAL SURVEY ($84,508 T &M Not to Exceed)
The geophysical survey includes subbottom profiling using the EdgeTech X-Star SB-05l2i
"chirp sonar system", a sidescan sonar survey utilizing the EdgeTech 4200 HFL chirp sidescan
system, a magnetometer and a fathometer. Eighty (80) line miles of geophysical data will be
collected during the geophysical survey.
To ensure that survey control and accuracy standards shall be consistent with FDEP
specifications, a report from the surveyor will be submitted certifying that the survey meets
Bureau of Beaches and Coastal Systems (BBCS) Technical Standards established in Part ILA of
the BBCS Monitoring Standard for Beach Erosion Control Projects and minimum technical
standards of Chapter 61 G I 7-6, Florida Administrative Code.
2.1 Geophysical Survey Equipment
2.1.1 Navigation System
A Trimble Real Time Kinematic Global Positioning (RTK GPS) system with dual
frequency receivers will be used on board the survey vessel to provide high-precision
Agenda Item No. 16013
June 24, 2008
Page 8 of 23
navigation and instantaneous tide corrections. In order to maintain the vessel navigation
along the profile lines the Hypack Inc.'s hydrographic system Hypack 6.2a@ will be
used. This software merges R TK GPS vertical and horizontal positioning with the
sounding data, allowing real time review of the profile data in plan view or cross section
format. It also provides navigation to the helm to control the deviation from the online
azimuth.
2.1.2 Seismic Reflection Profile Surveys
An EdgeTech X-STAR 5l2i seismic sub-bottom system will be used to conduct the
seismic reflection profile surveys. The X-STAR SB-5l2i Full Spectrum Sonar is a
versatile wideband FM sub-bottom profiler that collects digital normal incidence
reflection data over many frequency ranges. This instrumentation generates cross-
sectional images of the seabed (to a depth of up to 50 ft). The X-STAR SB-512i transmits
an FM pulse that is linearly swept over a full spectrum frequency range (also called a
"chirp pulse"). The tapered waveform spectrum results in images that have virtually
constant resolution with depth.
Throughout the offshore seismic reflection survey, selection of the chirp pulse will be
modified in real time to obtain the best possible resolution of geological features and the
sequence stratigraphy (I. e. vertical sequence and lateral distribution of sediment bodies
comprised by different grain sizes and sediment composition) that in turn optimizes data
quality and enhances subsequent interpretation. High frequency and/or short duration
pulses are, for example, used to obtain highest resolution (clearest reflector image) in
near surface situations; low frequency or longer duration pulses are used where deeper
penetration is required.
2.1.3 Bathymetric Survey
The Odom Hydrographic Systems, lnc.'s Hydrotrac, a single frequency portable
hydrographic echo sounder, will be used to perform the bathymetric survey. The
Hydrotrac operates a frequency of 210kHz and is a digital, survey-grade sounder. The
sounder will be calibrated using an Odom Hydrographic Systems, lnc.'s Digital Pro@
speed-of-sound velocity meter. Speed of sound through water and other selected
parameters will be adjusted to accurately reflect physical water conditions in the survey
area.
2.1.4 Sidescan Sonar Survey
An EdgeTech 4200-HFL sidescan sonar system will be used to collect sidescan sonar
data over the entire area of investigation. The 4200-HFL uses full-spectrum chirp
technology to deliver wide-band, high-energy pulses coupled with high resolution and
superb signal to noise ratio echo data. The portable sidescan package includes a laptop
computer running the Discover@ acquisition software and a 300/600 kHz dual frequency
towfish running in high definition mode.
2.1.5 Magnetometer Survey
A Geometries G-882 Digital Cesium Marine Magnetometer will be used to perform a
cursory investigation of magnetic anomalies within the potential sediment sources. The
Agenda Item No. 16013
June 24, 2008
Page 9 of 23
purpose of the magnetometer survey is to establish the presence, and subsequent
exclusion zones around any potential underwater wrecks, submerged hazards, or any
other features that would affect borrow area delineation and dredging activities. The
Hypack 6.2a@ software will record magnetic anomalies directly from the Geometries
magnetometer.
2.2 Geophysical Data Analysis
The EdgeTech Discover data acquisition system collects and stores geophysical survey data in a
digital format. EdgeTech's Discover is a modular acquisition and processing software package
that is compatible with all of EdgeTech's systems. It serves as the digital image processing,
display, storage, and surface control station for the EdgeTech 5l2i sub-bottom profiler (chirp
sonar system). This data acquisition system digitizes, stores, and processes seismic signals and
combines the seismic imagery with navigational inputs to georeference data in real-time.
Hardcopy records will be produced during data acquisition.
The digital sidescan data will be merged with positioning data (RTK GPS via HYPACK MAx@),
video displayed, and recorded to the acquisition computer's hard disk for post processing and/or
replay. The position of the sensor relative to the RTK GPS antenna will be documented to ensure
proper positioning of the data.
All sidescan sonar and seismic reflection data will be processed using the SonarWiz.MAP
software package developed by Chesapeake Technologies Inc. This software package allows for
advanced processing, interpretation, and digital mosaic output and can produce georeferenced
HTML's viewable in generic web-browser software programs. SonarWiz.MAP also produces
digital geographic information for both sub-bottom and sidescan data that are exportable for
incorporation into a GIS database. All sidescan sonar, sub-bottom profile, magnetometer and
bathymetric data will be processed and interpreted by CPE personnel. After processing, the
magnetometer data will be reviewed by a qualified archaeologist for cultural resource
interpretation.
TASK 3: GEOTECHNICAL SURVEY ($122,002 T&M Not to Exceed)
A geotechoical survey plan will be developed based on the results of the geophysical survey. The
geotechnical survey includes vibracoring to investigate promising locations identified during the
geophysical survey. Twenty (20) vibracores will be collected.
3.1 Planning and Permitting
Prior to collecting vibracores for this investigation, CPE is required to apply for a vibracore
permit/de minimus exemption. In order to do this, a Joint Environmental Resource Permit
Application (ERP) application will be submitted to the FDEP BBCS for review. This application
requires a general project description and a map outlining the area of investigation within which
the proposed vibracoring will take place. The Agency has ninety (90) days to review the permit
application. The application is also forwarded to the Bureau of Survey and Mapping, Division of
State Lands for title determination. Existing easements must be avoided during vibracore
Agenda Item No. 16013
June 24, 2008
Page 10 of 23
collection or title holders must be notified of the proposed activity. The ERP application is also
forwarded to the United States Army Corps of Engineers (US ACE), Florida Division of
Historical Resources (SHPO) and to Fish and Wildlife Services (FWS) for review and comment.
FWS generally requires mitigation for manatees. SHPO requires a joint seismic, sidescan sonar,
and magnetometer investigation be conducted prior to vibracoring. As a condition of the permit,
this data must be reviewed by a qualified marine archaeologist. Typically vibracores collected
under the ERP must be obtained within 50 ft of the as-run survey lines and must avoid any
potential cultural resources identified as potentially significant by the marine archaeologist.
3.2 Geotechnical Survey Equipment
A Rossfelder P3 Vibracore, or equivalent, configured to collect undisturbed sediment cores up to
20 feet in length, will be used for this project. This self-contained, freestanding electronic
vibracore unit contains a vibratory hammer assembly, an aluminum beam which acts as the
vertical beam upright on the seafloor, an aluminum coring pipe, and a cutting edge. If recovery
is less than 80% of the expected total penetration, the sampled portion of the pipe will be
removed, a new core pipe attached, and a jet pump hose will be attached just below the vibracore
head. After lowering the rig to the bottom and jetting to one (1) or two (2) feet above the refusal
depth, the jet will be turned off and the vibrator turned on in order to attempt to collect the
remammg core.
3.3 Geotechnical Data Analysis
3.3.1 Vibracore Logging During Field Operations
After retrieval, each core will be split in half and each core will be field logged to verify
the most promising areas for continued vibracoring. Splitting the vibracores during field
investigations provides an opportunity for immediate visual evaluation of the core and
real time optimization of the vibracoring plan (the sampling program may be modified
based on what is observed in the recovered materials). This flexibility in the field is
important to allow the geologist to focus on potential sand resources. Other advantages
of core splitting and logging in the field are realized when it can be immediately
determined whether shorter than expected cores are due to loss of sediment or
compaction, or whether there are other abnormalities such as coarse materials plugging
the core causing gaps in sediment retrieval, etc.
3.3.2 Sediment Sample Analysis
Upon completion of field operations, the vibracores will be transported to CPE's office in
Boca Raton. There, the vibracores will be re-logged in greater detail by describing
sedimentary properties by layer in terms of layer thickness, color, texture (grain size),
composition and presence of clay, silt, gravel, or shells and any other identifying features.
The vibracores will be photographed in 2.0 ft intervals. Sediment samples will be
extracted from the vibracores at irregular intervals based on distinct stratigraphic layers in
the sediment sequence. The vibracores will then be wrapped and archived. Cores will be
stored for a period of up to one (I) year. After this time, cores will either be relinquished
to the client or stored for an additional annual cost of $25 per core.
Agenda Item No. 16013
June 24, 2008
Page 11 of 23
3.3.3. Mechanical Sieve Analysis
The sediment samples will be analyzed to determine color and grain size distribution.
Prior to sieve analysis, any obvious uncharacteristically large fragments (such as whole
shell or large shell fragments) will be removed and the description (weight and size) of
the material will be noted. The total visually estimated shell content (bulk shell estimate);
roundness of sand and shell; and the wet, dry and washed Munsell colors will be noted.
Sieve analysis of the sediment samples will be performed in accordance with the
American Society for Testing and Materials (ASTM) Standard Methods Designation D
422-63 for particle size analysis of soils. This method covers the quantitative
determination of the distribution of sand size particles. For sediment finer than the No.
230 sieve (4.0 phi) the ASTM Standard Test Method, Designation D 1140-00 will be
followed. The sieve stack used for mechanical analysis will conform to the BBCS
guidelines provided in Table 1.
Table 1. Mesh sizes to be used for granularmetric analysis.
Sieve No.
3/4
5/8
7/16
5/16
3 Y2
4
5
7
10
14
18
25
35
45
60
80
120
170
200
230
Size (p hi)
-4.25
-4.0
-3.5
-3.0
-2.5
-2.25
-2.0
-1.5
-1.0
-0.5
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
3.75
4.0
Size (mm)
19.00
16.00
11.20
8.00
5.60
4.75
4.00
2.80
2.00
1.40
1.00
0.71
0.50
0.36
0.25
0.18
0.\3
0.09
0.08
0.06
Weights retained on each sieve will be recorded cumulatively. During sieve analysis the
visually estimated percentage of shell retained on the %" sieve through the #7 sieves will
be noted. Grain size results will be entered into the gINT@ software program, which
computes the mean and median grain size, sorting, silt/clay percentages for each sample
using the moment method.
Agenda Item No. 16013
June 24, 2008
Page 12 of 23
3.3.4 Carbonate Testing
It is estimated that approximately one third of the samples falling within the horizontal
and vertical bounds of the proposed borrow area(s) will be tested for carbonate content.
Carbonate content will be determined by percent weight using the acid leaching
methodology described in Twenhofel, W.H. and Tyler, S.A., 1941. Methods of Study of
Sediments. New York: McGraw-Hill, l83p.
TASK 4: CULTURAL RESOURCE SURVEY ($61,135 T&M Not to Exceed)
After the collection and analysis of vibracores, a cultural resource investigation will be
conducted. The cultural resource investigation will be comprised of a joint seismic, sidescan
sonar, magnetometer and bathymetric survey (using the equipment described in Task 2.1). The
cultural resource investigation will focus on the area(s) identified for borrow area development.
This investigation will supplement the data acquired during the reconnaissance geophysical
investigation in order to obtain the 30 meter line spacing required to perform the cultural
resource assessment. A cultural resources report will be prepared and sent to SHPO for review
and approval.
To ensure that survey control and accuracy standards shall be consistent with FDEP
specifications, a report from the surveyor will be submitted certifying that the survey meets
Bureau of Beaches and Coastal Systems (BBCS) Technical Standards established in Part II.A of
the BBCS Monitoring Standard for Beach Erosion Control Projects and minimum technical
standards of Chapter 6lG 17-6, Florida Administrative Code.
TASK 5: REPORT AND PRODUCT DEVELOPMENT ($24,180 T&M Not to Exceed)
The draft Geotechnical report will be submitted to Collier County in both digital and hardcopy
format for review and comment. Collier County will identify any revisions that may be necessary
and provide recommendations for the final report.
A final report summarizing the results of the geotechnical investigation will be prepared and
submitted to the FDEP and Collier County. This report will include all project results, including
bathymetric and isopach maps, sub-bottom (seismic) survey profiles, vibracore logs,
granularmetric reports and grain size distribution curves.
CPE will provide all geotechnical information in an electronic format suitable for input to the
FDEP Reconnaissance Offshore Sand Search (ROSS) database. The data will be submitted in
Access or gINT files. The submission will include shapefiles (with the associated FGDC
compliant metadata) of borrow area boundaries and seismic tracklines. Seismic data will be
provided in HTML format. Seismic timestamps and shot points are not recorded as HTML
formatting embeds all navigation data, making timestamps and shot points obsolete.
CPE proposes to perform the Cape Romano Sand Search Investigation to the industry standard of
care and will coordinate the investigations with FDEP as required. Even though the FDEP may
agree with the scope of the investigations, beach compatible sand may not be located, FDEP may
not approve the sand source(s) we locate, or FDEP may impose a sand placement QA/QC
Agenda Item No. 16013
June 24, 2008
Page 13 of 23
requirement that would be difficult to meet. If any of these events occur, it may be necessary to
locate additional beach compatible sand sources at additional cost. CPE will also make
reasonable attempts to determine if other entities are exploring the same sand sources or have a
permit to use the same sand we intend to investigate. Despite these efforts, it is possible that
others may claim the sand that we find, and negotiations and/or further exploration may be
required if that occurs. Lastly, cultural or environmental resources may exist in or near the
investigated borrow area that would limit or preclude a portion or all of its use.
CPE will attempt to avoid these problems and restrictions, but there may be adverse
circumstances that cannot be avoided or mitigated. All of the listed potential outcomes may be
beyond the control of CPE and may result in the need for additional services. The client herein
recognizes the above referenced risks and agrees to work with CPE to complete the work, which
may include contracting for additional services for sand investigations as needed. CPE is
working exclusively on your behalf and will attempt to limit the risks as described above to the
greatest extent practicable.
Agenda Item No. 16013
June 24, 2008
Page 14 of 23
,-
COLLIER COUNTY
FEE PROPOSAL FOR
2008 OFFSHORE DESIGN PHASE GEOTECHNICAL AND GEOPHYSICAL INVESTIGATION OFF
CAPE ROMANO, COLLIER COUNTY, FLORIDA
Revised
May 30, 2008
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Agenda Item No. 16013
June 24, 2008
Page 16 of 23
COLLIER COUNTY
FEE PROPOSAL FOR
2008 OFFSHORE DESIGN PHASE GEOTECHNICAL AND GEOPHYSICAL INVESTIGATION OFF CAPE ROMANO,
COLLIER COUNTY, FLORIDA
PREPARED BY: COASTAL PLANNING & ENGINEERING, INC.
COLLIER COUNTY OFFSHORE GEOTECHNICAL and
GEOPHYSICAL DETAILED SURVEY Equlptment TOTAL COST
Labor cost C,", Direct Cost BY PHASE
,. OFFICE RESEARCH AND PLANNING $3,360 $0 $0 $3,360
.. REVIEW PREVIOUS REPORTS
b. REVIEW EXISTING GEOTECHNIAL and GEOPHYSICAL DATA
,. DEVELOP SURVEY PLAN
2. GEOPHYSICAL SURVEY 4 Da -.-- $48,660 $16,564 $19,284 $84,508
.. PLANNI NG
b. TRAVEL
,. MOBILIZATION I DEMOBILIZATION
d. SETUP RTK
.. GEOPHYSICAL INVESTIGATION
f. DATA REDUCTION & EVALUATION I DRAFTING I GIS
3. GEOTECHNICAL SURVEY 3 Oa $57,670 $11,950 $52.382 $122,002
.. PLANNI NG
b. TRAVEL
,. MOBILIZATION I DEMOBILIZATION
d. VlBRACQRES
.. DATA REDUCTION & EVALUATION I DRAFTING I GIS
4. CUL rURAL REQURCES SURVEY 2 Da s $27,900 $8,B47 $24.388 $61,135
.. PLANNING
b. TRAVEL
,. MOBILIZATION I DEMOBILIZATION
d. SETUP RTK
.. CULTURAL RESOURCES INVESTIGATION -
f. DATA REDUCTION & EVALUATION I DRAFTING I GIS
.. REPORT AND PRODUCT DEVEL.OPMENT $24,180 $0 $0 $24,180
.. DRAFT GEOTECHNICAL REPORT
b. FINAL GEOTECHNICAL REPORT
Total- $161,770 $37,361 $96,064 $295,185
.
F:\M8,.""ng\,"'opos...\CoIliorlG"",,,,,nnic.1\2OOIl P,oo<>o..IClIpe Rorn."" Sor<l S"""hIW""COUnlY Sa<>dS....ron2OOll_UPOATED...
Agenda Item No. 16013
June 24, 2008
Page 17 of 23
COLLIER COUNTY
FEE PROPOSAL FOR
2008 OFFSHORE DESIGN PHASE GEOTECHNICAL AND GEOPHYSICAL
INVESTIGATION OFF CAPE ROMANO, COLLIER COUNTY, FLORIDA
LABOR, EQUIPMENT & DIRECT COST RATES
PREPARED BY: COASTAL PLANNING & ENGINEERING, INC.
LABOR RATES (HOURLY) 2008 Rates
Princinle I President $185
Senior Pro;ect Mananar / Proiect Manaoer VP $170
Senior GIS Consultant / Senior CAD Ooerator $160
Proiect Mananer I Senior Coastal Enaineer $150
Proiect Director I Professional Surveyor $145
Senior Scientist I Senior Geoloaist $125
Enaineer III/ Caastal Ennineer $115
Ecolonist I Marine Archaeoloaist $100
Ecolooist / Geol;;;;;st $100
Senior Technician I Junior Geolooist $85
Senior Technician I CAD Ooerator $85
Senior Technician I Survev Technician $85
GIS Technician $65
Admin. Assistant / Secretary $55
EQUIPMENT RATES (DAilY)
Truck (Road Use) $0 445
RTK GPS $495
Fathometer wi Dlf1Itizer $165
Heave ComDensator $215
Sneed of Sound Velacitv Meter $63
Hvoack Navj,;;ilian S~stem $260
X-STAR CHIRP 512i Seismic $1150
Seismic Profiler Thermal Printer $130
4200 FS Side Scan Sonar $695
Side Scan Sonar Ex;;E;ndables $60
Geometric G-882 $215
Sonar Web Seismic Data Processina Packaae $155
Sonar Web Sidescan Data Processino Packaae $155
Enclosed 18 It Trailer $78
Dinital Land Camera $10
Sieve Anal\/sis $75
Carbonate Analvsis $65
REIMBURSABlES I DIRECT COSTS
. Meals $36
. LodninnfActual cost of reasonable lodaina at sinole occuoancv rate) $125
. Airline Fliahts 'Actual ticket CDst of Coach fare) $450
. Car Rental fActual rental cost of midsize or smaller carl $75
.. Seismic VessellCharterino) $2,800
.. Vibracores Cost $2,500
.. Cultural Resources Subconsultant (TARA \ $12,000
. Misc. Exnenses 1.00
.
. Reimbursables will be billed by the actual cost.
** Subconsultants will provide invoices that be used in billing to the County.
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Exhibit I-A
Revised Schedule B - Effective May 9,2008
Collier County Fee Schedule
Contract No. 06-3902
Agenda Item No. 16013
June 24, 2008
Page 21 of 23
"Fixed Term Professional Engineering Services for Coastal Zone Management Projects"
Professional Position
Hourly Rate
PrincipallPresident
$185.001hr
$170.001hr
$150.00/hr
$145.001hr
$140.001hr
$130.001hr
$120.001hr
$ I 27.001hr
$ 90.001hr
$IIO.OOIhr
$160.00/hr
$120.001hr
$IOO.OOIhr
$ 95.001hr
$115.001hr
PrincipalNP Engineering/Senior Project Manager
Project Manager/Senior Engineer/Senior Consultant
Project Director
Project Engineer/architect
Project Construction Manager
Senior Designer
Senior Hydrogeologist
Junior Hydrogeologist
Coastal Modeler
Principle Ecologist
Senior Ecologist
Ecologist
Field Ecologist
Engineer III
Engineer WField Representative
/Sr. Landscape Architect/Sr. Scientist
$125.001hr
Senior Technician
$ 85.001hr
$ 65.001hr
$250.001hr
Junior Technician
Expert Witness
Agenda Item No. 16013
June 24, 2008
Page 22 of 23
Survey & Mapping
Surveyor and Mapper Senior
$ I 45.001hr.
$11O.OOlhr
$125.00Ihr
$150.00/hr
$170.00Ihr
$ 95.001hr
$125.00Ihr
$165.001hr
$160.00/hr
Surveyor and Mapper Junior
Two Man Field Party
Three Man Field Party
Four Man Field Party
GPS Mapping Grade: One Man Party
GPS Mapping Grade: Two Man Party
GPS Mapping Grade: Three Man Party
GPS Survey Grade: One or Two Man Party
GPS Survey Grade: Three Man Party
$165.00Ihr
GIS
Principle GIS Consultant
$170.00/hr
Senior GIS Consultant/Analyst
$160.00Ihr
$ 65,()01hr.
GIS Technician
Administrative
Administrative Assistant/Secretary
$ 55.00Ihr.
$ 40. 001hr.
Clerical, other support
This list is not intended to be all-inclusive. Hourly rate fees for other categories of professional,
support and other services shall be mutually negotiated by the County and firm on a project by
project basis as needed.
WORK ORDER # CPE-FT-3902-08-02
Agreement for Fixed Term Professional Engineering Services
Dated May 9, 2006 (Contract #06-3902)
Agenda Item No. 16013
June 24, 2008
Page 23 of 23
This Work Order is for professional engineering services for work known as
Offshore Desil!n Phase Geotechnical and Geophvsical Investil!ation off Cane Romano
The work is specified in the proposal dated Mav 30. 2008. which is attached hereto and made a
part of this Work Order. In accordance with the Terms and Conditions of the Agreement
referenced above, Work Order #CPE-3902-08-02is assigned to Coastal Planninl! & Enl!ineerinl!
(Firm Name)
Scone of Work:
Task I - Office Research and Planning
Task II - Geophysical Survey
Task III - Geotechnical Survey
Task IV - Cultural Resource Survey
Task V - Report and Product Development
Schedule of Work: Complete work within 300 days from receipt of the Notice to Proceed
authorizing start of work.
COffinensation: ]n accordance with Article Fjve of the Agreement, the County will
compensate the Firm in accordance with the time and material amount provided in the
schedule below (if a task is time and material, so indicate and use the established hourly
rate(s) as enumerated in Schedule "A" of the Agreement).
Task I
Task II
Task III
Task ]V
Task V
TOTAL FEE
$ 3,360.00
$ 84,508.00
$122,002.00
$ 61, I 35.00
$ 24 180.00
$ 295,185.00
(time & material, NTE)
(time & material, NTE)
(time & material, NTE)
(time & material, NTE)
(time & material. NTE)
(time & Material, NTE)
Any change within monetary authority of this Work Order made subsequent to final
department approval will be considered an additional service and charged according to
Schedule "A" of the Agreement.
APPROVED BY:
Gary McA ]pin, Director
Date
ACCEPTED BY:
Coastal Planning & Engineering
Authorized Company Officer
Date
Type or Print Name and Title
Date
ATTEST:
Dwight E. Brock, Clerk
By,
Deputy Clerk
Approved as to F onn and
Legal Sufficiency:
Assistant County Attorney
Temp]ate/SN/WO Fixed Term Pro Eng Scrv 1 cerfice