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2016-068
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2016-068
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Last modified
5/11/2016 12:08:46 PM
Creation date
5/11/2016 12:08:45 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
05/10/2016
Control Number
2016-068
Agenda Item Number
8b
Entity Name
CB & I Coastal Planning & Enigneering, Inc
f/k/a Coastal Planning & Engineering, Inc.
Subject
Sector 3 Beach Restoration Project
2016 Physical Monitoring Services
Project Number
Work Order #13
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03 <br /> CB&I will develop an engineering report that discusses the performance of the beach fill project. We will analyze <br /> shoreline and volumetric changes throughout the project area, identifying erosion and accretion patterns. The <br /> results will be analyzed for patterns, trends or changes between annual surveys as well as cumulatively since <br /> construction. The project was constructed in three phases and the analysis will account for the phased <br /> construction. Furthermore,the report will compare the project performance to the stated design. <br /> Plots of the survey profiles, and graphical representations of volumetric and shoreline positions for the monitoring <br /> area will be presented. Summary tables of the shoreline and volumetric changes will be presented, again looking <br /> at individual and cumulative shoreline and volumetric changes. Volumetric changes will be calculated above <br /> +6.0 feet NAVD; MHW to +6.0 feet, NAVD; -5.0 feet, NAVD to MHW; and -12.0 feet to -5.0 feet,NAVD; and <br /> landward of the approximate edge of hardbottom. The volumetric analysis will be performed similar to the 2015 <br /> report to avoid introducing error in the calculations due to the nearshore hardbottom. <br /> CB&I will collect aerials of the project area as discussed more fully later in this scope of work. The aerials will <br /> be collected from R-15 through R-60. Plots of hardbottom change and shoreline position will be overlaid on the <br /> aerials and included in the report appendix. <br /> The FDEP approved physical monitoring plan permit modification requires that sand samples be collected during <br /> summer months coincident with the immediate post-construction monitoring event at four beach profile transects <br /> (R-22, R-30, R-41 and R-52). Although sand was only placed between R-24 and R-55 during the Dune Repair <br /> Project, all four transects will be sampled and analyzed for completeness and comparison with past data sets. <br /> Five samples will be collected and analyzed along each transect (toe of dune, mid-berm, MHW, MLW, and -3 <br /> feet,NAVD) for a total of 20 samples analyzed. We understand that Morgan& Eklund will collect these samples <br /> and ship them to us for analysis. CB&I has a certified laboratory required by FDEP standards to analyze beach <br /> samples. We will follow the FDEP protocols for sieving the samples using 20 sieves ranging in size from -4.25 <br /> phi to +4 phi at 1/2 phi intervals. A cumulative frequency distribution and frequency distribution histogram will be <br /> presented along with a sediment analysis summary sheet providing descriptive statistics, compositional results, <br /> percent fines and Munsell Color. The grain sizes will be compared to previous sediment samples to gauge any <br /> changes in grain size or color. <br /> Deliverables <br /> CB&I will submit a draft of the report of the County for review and comment. This will be submitted <br /> electronically (PDF and MS Word formats). CB&I will incorporate comments from the County and revise the <br /> report accordingly. CB&I will then submit an electronic copy to the FDEP. CB&I will submit one hard copy and <br /> one electronic copy(PDF)to the County. <br /> Required Data <br /> To perform the physical monitoring evaluation, CB&I will need the following data: <br /> • Survey data in x,y,z format collected in summer of 2016. <br /> • Sand samples collected in summer of 2016. <br /> • Shape file or Auto CAD file of the landward edge of hardbottom mapped in summer of 2016. <br />
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