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Basis of Design Book 2 - City of St. Petersburg

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ALBERT WHITTED AIRPORT<br />

TECHNICAL MEMORANDUM<br />

SHORELINE PROTECTION<br />

3.0 HAULING BY BARGE<br />

Transporting the Pier concrete waste material by barge to SPG is possible and is estimated to<br />

be approximately 0.85 statute miles (sm). The following items will have an effect on hauling the<br />

materials by barge from the Pier to the eastern property boundary <strong>of</strong> SPG.<br />

<br />

<br />

<br />

<br />

<br />

FAA runway design standards for Runway 18-36 as well as the Runway 25 end.<br />

Runway approach surfaces and associated height limitations.<br />

14 CFR Part 77 defined transitional surfaces and associated height limitations.<br />

Area limits for placement <strong>of</strong> material on eastern boundary.<br />

Probable barge route from the Pier to SPG shoreline.<br />

The capacity <strong>of</strong> the barge will determine the number <strong>of</strong> trips necessary to transport the 15,000<br />

cy <strong>of</strong> material to SPG.<br />

3.1 Local Waterway Considerations<br />

Exhibit 3 depicts the <strong>St</strong>. <strong>Petersburg</strong> waterfront layout as published in an inset from the National<br />

Oceanographic and Atmospheric Administration (NOAA) Chart Number 11416. The <strong>St</strong>.<br />

<strong>Petersburg</strong> Municipal Pier is located north <strong>of</strong> SPG and separates the Central and North Yacht<br />

Basins.<br />

There is a charted spoil area located directly east <strong>of</strong> Runway 25 which also runs to the south,<br />

however there appears to be ample area and water depth to the east and south <strong>of</strong> the area for a<br />

barge to approach the shoreline <strong>of</strong> SPG. The <strong>City</strong>’s contractor should make certain that a barge<br />

operator can position a route around the spoil area. Marine depth gauges or sounding<br />

equipment and an expected weight capacity/load <strong>of</strong> pier demolition materials could be used to<br />

plan the route.<br />

The NOAA Chart also depicts a submerged sewer pipeline that extends from the eastern<br />

shoreline directly east from the water treatment plant.<br />

In addition to the above considerations, shore winds and tides will influence when barge<br />

materials can be loaded at the Pier, transported and unloaded at SPG.<br />

3.2 Airspace Considerations<br />

Exhibit 4 depicts the height limitations <strong>of</strong> the existing runway approach surfaces and Part 77<br />

transitional surfaces which may not be penetrated by objects including construction equipment<br />

when a runway is open to aircraft operations. As such, the height <strong>of</strong> the barge, equipment and<br />

tug, as well as the height <strong>of</strong> the materials on the barge, may not exceed the elevations depicted<br />

along a final route determined as part <strong>of</strong> the Pier demolition program.<br />

Albert Whitted Airport – Shoreline Protection 7/19/12<br />

Technical Memorandum Page 3

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