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Section 1 Introduction - National Marine Fisheries Service - NOAA

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NBK at Bangor EHW-1 Pile Replacement Project Final <strong>Marine</strong> Mammal Monitoring Report<br />

efforts focused on observing and reporting unusual or abnormal behavior of marine mammals.<br />

During these efforts, if any injured, sick, or dead marine mammals were observed, the U.S. Navy<br />

was to notify NMFS immediately. Monitoring results were noted on the <strong>Marine</strong> Mammal<br />

Sighting Form (Appendix C).<br />

Piles and Pile-Driving Equipment<br />

Pile driving operations were conducted October 4-27, 2011. During the EHW-1 repairs a total of<br />

45 steel piles were subject to installation or extraction. This 45 pile total consisted of 36 piles<br />

installed (28 new permanent piles and 8 temporary falsework piles), and 9 piles extracted. There<br />

were 55 pile driving events (36 piles installed) and 10 pile removal events (9 piles were<br />

removed) all conducted with a vibratory hammer.<br />

The new permanent production piles were 30" OD (Outside Diameter) open ended steel piles<br />

with wall thicknesses of 0.50" and lengths of 140 to 190 ft. In subsequent tables and text,<br />

production piles supporting the new walkway are denoted by the prefix “W” (W1 - W12) and<br />

replacement wharf piles are denoted by the prefix “EHW” (EHW1 - EHW16). Falsework piles<br />

are denoted by the prefix “FW” (FW1 - FW8) and were 16" OD open-end steel piles with<br />

variable and undetermined wall thickness. Some original walkway piles were extracted and<br />

those and other piles extracted were 12” and 24” piles and may be denoted by the prefix “RX” or<br />

“EX” in the pile name. Falsework piles are intended for temporary use to support scaffolding to<br />

guide installation of permanent piles. Table 3 provides the pile specification information for the<br />

piles installed and removed at the EHW-1. No impact pile driving occurred during this first year<br />

of construction activities associated with EHW-1 repairs.<br />

Pile-driving equipment was provided and operated by Manson Construction Co. One vibratory<br />

hammer (APE 200-6) was utilized during the project. The APE 200-6 has a drive force of up to<br />

542 kips or 271 tons.<br />

Acoustic Monitoring<br />

Acoustic monitoring was conducted during vibratory installation and removal activities<br />

associated with the EHW-1 PRP in order to determine the actual distances to the underwater and<br />

airborne thresholds for marine mammals and pinnipeds. These included the 190-dB re 1μPa<br />

RMS, 180-dB re 1μPa RMS, and 120-dB re 1μPa RMS underwater isopleths, and the 100-dB re<br />

20 μPa and 90-dB re 20 μPa unweighted airborne isopleths. Unless otherwise stated, underwater<br />

sound pressure is defined as SPL in dB re 1 µPa. Airborne sound pressure is defined as SPL in<br />

dB re 20 µPa. The injury and behavioral harassment thresholds for marine mammals are defined<br />

as follows:<br />

Underwater Injury Zones:<br />

a. 180 dB RMS isopleth for cetaceans<br />

b. 190 dB RMS isopleth for pinnipeds<br />

Underwater Behavioral Harassment Zones:<br />

a. 120 dB RMS for marine mammals during vibratory driving<br />

Bangor, Washington 15

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