Basis of Design Book 2 - City of St. Petersburg

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Figure 6-2e. Time Series Plot of Percent Dye Remaining Flushing Run #5 Table 6-1. Flushing Simulations Results Simulation Date Range (days) Percentile Rank of Average Tidal Energy (%) Days to 10% Dye Concentration (days) October 14-17, 2010 3.7 0.32 October 15-18, 2010 0.7 0.45 October 16-19, 2010 0.5 0.31 October 17-20, 2010 3.3 0.21 October 18-21, 2010 7.4 0.17 Under all of the modeled scenarios, the marina flushes extremely well. Even the lowest energy cases with the previously stated conservative assumptions being in effect, modeled scenario runs 2 and 3, performed exceptionally, the marina basin as a whole, flushed in less than 12 hours. Additionally, detailed analysis of the model results show that grid cell (27,74) was the last individual cell in the marina basin to exceed 10% concentration after 14 hours. Given the very short flushing times in the proposed marina under conservative model assumptions and conditions, the hydrographic study demonstrates that under the proposed marina facility configuration, sufficient flushing will exist to avoid potential water quality issues. GNV/2012/122381A/8/8/2012 6-7
7.0 REFERENCES Meyers, S.D., E. M. Luther, M. Wilson, H. Havens, A. Linville, and K. Sopkin. 2007. A Numerical Simulation of Residual Circulation in Tampa Bay. Part I: Low-Frequency Temporal Variations. Estuaries and Coasts, Vol. 30, No. 4, p. 679-697. August 2007. Weisberg, R.H. and L.Y. Zheng. 2006. The Circulation of Tampa Bay Driven by Buoyancy, Tides, and Winds, as Simulated using a Finite Volume Coastal Ocean Model, Journal of Geophysical Research, 111(C01005): doi:10.1029/2005JC003067. GNV/2012/122381A/8/8/2012 7-1
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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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Soil Map-Pinellas County, Florida (
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25 18 ALBERT WHITTED AIRPORT 36
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ALBERT WHITTED AIRPORT 36
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TECHNICAL M E M O R A N D U M TO: F
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St. Petersburg Pier - Environmental
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St. Petersburg Pier - Environmental
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G:\x\PROJECTS\002037_StPetePierEval
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ALBERT WHITTED AIRPORT TECHNICAL ME
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Page 213 and 214: Underwater Feature Technical Worksh
Page 215 and 216: 6. Limestone definitely preferred f
Page 217 and 218: Participant List Participant Peter
Page 219 and 220: Dr. Betzer mentioned the names of s
Page 221 and 222: Technical Interview 5 Summary of In
Page 223 and 224: scientific community and the design
Page 225: GHYDRODYNAMICS AND FLUSHING OF THE
Page 228 and 229: TABLE OF CONTENTS 1.0 INTRODUCTION
Page 230 and 231: LIST OF FIGURES 2-1 Location of St.
Page 232 and 233: 1.0 INTRODUCTION The City of St. Pe
Page 234 and 235: loop structure. For the flushing ev
Page 236 and 237: Figure 2-3b. Marina Construction De
Page 238 and 239: Figure 2-4. Locations of NOAA Tide
Page 240 and 241: 3.0 MODELING APPROACH Based upon th
Page 242 and 243: 4.0 MODEL INPUTS 4.1 SIMULATION PER
Page 244 and 245: Figure 4-2. Tampa Bay Model Grid in
Page 246 and 247: Figure 4-4. Tampa Bay Model Grid in
Page 248 and 249: Figure 4-5. Model Tidal forcing Fig
Page 250 and 251: 5.0 MODEL CALIBRATION 5.1 TIDES Fig
Page 252 and 253: Available current data for the NOAA
Page 254 and 255: 6.0 EVALUATION OF FLUSHING IN MARIN
Page 256 and 257: Figure 6-1c. Plan View Showing Flus
Page 258 and 259: Figures 6-2a-e present time series
Page 263: 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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