Basis of Design Book 2 - City of St. Petersburg

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St. Petersburg Pier - Environmental Assessment July 19, 2012 Page 4 of 5 collapsed concrete seawall. Sparse mangrove species, black mangrove (Avicennia germinans) and white mangrove (Laguncularia racemosa), were identified growing shoreward of the seawall. Otherwise, the sea floor within this area was comprised almost entirely of sand bottom with broken shell. Pockets of detrital sea grasses were occasionally present, but these are detached, non-living pieces of seagrass that have floated in from other areas. Also present in these accumulations were pieces of drift algae. The algae was present on the sand of the swimming area north of the pier, along the east seawall north of the pier, and along the east toe of the granite north jetty of Bayboro Harbor. Due to the drifting nature of this species, collections are mobile and will occur in various locations due to prevailing currents and seas. Fauna observed during the investigation episodes included striped mullet (Mugil cephalus), scaled sardine (Harengula jaguana), threadfin herring (Opisthonema oglinum), pinfish (Lagodon rhomboids), needlefish (family Belonidae), sheepshead (Archosargus probatocephalus), blue crab (Callinectes sapidus), gag grouper (Mycteroperca microlepis), Brown Spiny Sea Star (Echinaster spinulosus), sea whip (Leptogorgia virgulata), barnacle (Balanus sp.) and oyster (Crassostrea sp.). PERMIT CONSIDERATIONS The environmental evaluation of the project area revealed a total of 1.73 acres of seagrass community within the project study area. The principle seagrass beds are located within the shallower, subaqueous zones adjacent to the shoreline, both north and south of the existing pier footprint. Although the limits of the seagrass beds are in close proximity to the existing pier, pier shading precludes the establishment of seagrass within the existing horizontal limits of the pier. The EFH communities exist on protective riprap and seawalls, scattered concrete material deposited on the bay bottom, and the pier structures itself. The impact of new pier construction, including transport and disposal of any excess material, 5892 E. Fowler Avenue · Tampa, Florida 33617 TEL / 813.989.9600 · FAX / 813.989.9670 6151 Lake Osprey Drive, Ste 313; Sarasota, Florida 34240 1486-E Skees Road ·West Palm Beach, Florida 33411 TEL / 941.373.1547 FAX / 941.373.1401 TEL / 561.689.9198 ·FAX / 561.253.0898
St. Petersburg Pier - Environmental Assessment July 19, 2012 Page 5 of 5 to the barren bay bottom, other than the seagrass communities, should result in minimal impacts to the EFH communities. EFH habitat lost during demolition, transport, of the existing pier structure will require mitigation. This habitat may be replaced by the new structure depending on structure type, size, and configuration. Pre-application meetings were held with the SWFWMD and the USACE, to solicit pre-permitting guidance related to the demo of the existing structure and the potential replacement of the pier. Pre-application meetings were held with SWFWMD on May 3, 2011 and June 4, 20012. The USACE pre-application meetings were held on June 3, 2011 and June 7, 2012. Meeting summaries were prepared and are available for all the noted meetings. Both regulatory agencies stressed avoidance of seagrass and EFH habitat to facilitate the permitting process. 5892 E. Fowler Avenue · Tampa, Florida 33617 TEL / 813.989.9600 · FAX / 813.989.9670 6151 Lake Osprey Drive, Ste 313; Sarasota, Florida 34240 1486-E Skees Road ·West Palm Beach, Florida 33411 TEL / 941.373.1547 FAX / 941.373.1401 TEL / 561.689.9198 ·FAX / 561.253.0898
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THE NEW ST. PETERSBURG PIER BASIS O
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CONTENT: BASIS OF DESIGN BOOK 1 1 2
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AST. PETERSBURG PIER SITE CONDITION
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2. Parking Lots Parking lots exhibi
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4. Entrance Plaza The Entrance Plaz
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Electrical: There is a series of ab
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B. Bulkhead The bulkhead or seawall
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C. Existing Pier The existing Pier
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5. Navigational Access The current
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Meeting with City Engineers 6/28 A
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Meeting Minutes (Rev 01) project Th
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CCONCEPTUAL FIRE SAFETY STRATEGY PR
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6.0 RB initially expressed concern
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idge, highway & rail engineering en
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St. Petersburg Pier Page 3 MEG File
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1509 W. Swann Avenue, Suite 225 Tam
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ERP Permit Application: New St. Pet
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PART 3: A. Owner(s) of Land B. Appl
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PART 8: A. If there have been any p
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ENVIRONMENTAL RESOURCE PERMIT APPLI
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5. Summarize impacts to wetlands an
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E. Drainage Information 1. Provide
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TABLE ONE: PROJECT WETLAND AND OTHE
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TABLE THREE: PROJECT OFF-SITE MITIG
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TABLE FIVE: SUMMARY OF SHORELINE ST
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Underwater Feature Technical Worksh
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6. Limestone definitely preferred f
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Participant List Participant Peter
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Dr. Betzer mentioned the names of s
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Technical Interview 5 Summary of In
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scientific community and the design
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GHYDRODYNAMICS AND FLUSHING OF THE
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TABLE OF CONTENTS 1.0 INTRODUCTION
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LIST OF FIGURES 2-1 Location of St.
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1.0 INTRODUCTION The City of St. Pe
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loop structure. For the flushing ev
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Figure 2-3b. Marina Construction De
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Figure 2-4. Locations of NOAA Tide
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3.0 MODELING APPROACH Based upon th
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4.0 MODEL INPUTS 4.1 SIMULATION PER
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Figure 4-2. Tampa Bay Model Grid in
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Figure 4-4. Tampa Bay Model Grid in
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Figure 4-5. Model Tidal forcing Fig
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5.0 MODEL CALIBRATION 5.1 TIDES Fig
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Available current data for the NOAA
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6.0 EVALUATION OF FLUSHING IN MARIN
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Figure 6-1c. Plan View Showing Flus
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Figures 6-2a-e present time series
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Figure 6-2e. Time Series Plot of Pe
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HPIER ADVISORY TASK FORCE REPORT
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Vision/Guiding Principles and Conte
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Table of Contents (continued) SECTI
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VISION The downtown waterfront is a
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Guiding Principles (continued): Wa
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Section II City Charter
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Waterfront Park Element Downtown Ch
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Evolution of the Current Waterfront
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Planning Goals Five major planning
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9. Comfort: a. Shade - Planting of
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1988 Plan Implementation in the Wat
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Art & Monuments Ordinance No. 2001-
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Section V Downtown Waterfront Enter
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Albert Whitted Airport ● ● ●
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Al Lang Field (continued) ● ● O
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Section VI Waterfront Transportatio
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Traffic Access and Circulation ●
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Bicycle Pedestrian Pathway ● ●
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Daily Parking Demand ● ● ●
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Downtown Waterfront Events ● ●
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DOWNTOWN WATERFRONT MASTER PLAN IMP
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Chuck Jablon Project Executive, Acc
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OT Delancy Executive Support - SBE/
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Mark McLaughlin, LEED® AP Senior P
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Meoi Plummer Project Manager - Crow
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Tommy Ward Superintendent/Quality C
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Jake Krehbiel, LEED® AP Assistant
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Walter Benoit Project Controls Pers
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Mark Apaliski Preconstruction Perso
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Robert Ward Local SBE/WMBE Personal
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K ASCE 24-05: FLOOD RESISTANT DESIG
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. Specifications are provided for p
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See next page for description of Ca
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L CITY PIER BUILDING FOUNDATION EVA
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Memorandum March 1, 2010 Page 2 of
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ESTIMATE DETAIL The Lens Estimate T
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Index Description Quantity Unit Cos
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The New St. Petersburg Pier Life Cy
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The New St. Petersburg Pier Revenue
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The New St. Petersburg Pier Annual
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OST. PETERSBURG PIER REQUEST FOR QU
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Pier Competition | Page 1 STAGE 1 P
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Pier Competition | Page 3 Vision IV
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Pier Competition | Page 5 The Trans
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Pier Competition | Page 7 VI. Compe
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Pier Competition | Page 9 Relevant
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Pier Competition | Page 11 The foll
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Pier Competition | Page 13 Team Bac
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Pier Competition | Page 15 Exhibit
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Pier Competition | Page 19 8. Debar
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Pier Competition | Page 21 Disputes
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Pier Competition | Page 23
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MICHAEL MALTZAN ARCHITECTURE, INC.
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Basis of Design Book 2 - City of St. Petersburg

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