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• <br />• <br />7:00a.m. to 10:OOp.m. 10:00 p.m. to 7:00 a.m. <br />L10 L50 L10 L50 <br />NAC -1 (Residential) 65 60 55 50 <br />NAC — 2 (Commercial) 70 65 70 65 <br />NAC — 3 (Industrial) 80 75 80 75 <br />L10 represents the sound level that is exceeded for 10 percent of the time during a one -hour <br />period. L50 represents the sound level that is exceeded 50 percent of the time during a one - <br />hour period. Sound levels are expressed in dBA. A dBA is a unit of sound level expressed in <br />decibels and weighted for the purpose of determining human response to sound. <br />Individual home construction is not anticipated to cause any unusual or substantial impacts. <br />Construction noise is an important issue for this project because of the need for a pile driver <br />for construction of the bridge. The bridge will be supported on driven piles. The piles will <br />driven at each end abutment and at the center pier. The piles will be driven approximately 40 <br />feet to 65 feet below present grade. The pilings for the two end abutments and the center pier <br />are expected to take three days for construction. <br />Because of the depths of compressible organic soils at the bridge site, the proposer's <br />geotechnical engineer, STS Consultants, has recommended the use of driven piles to support <br />the bridge. For this project, they recommend steel pipe piles. The recommendation is that <br />these piles should be driven with a relatively small hammer, to reduce noise and vibration <br />effects. The pile driving hammer should have a rated energy no more than 30,000 foot <br />pounds per blow. Typically, such a hammer operates a frequency of about 50 to 60 blows per <br />minute, which relatively speaking is considered to be a low frequency. The hammer creates <br />impulsive noise (series of repeated sounds) which would slightly exceed the noise standards <br />for a Noise 1 classification area, namely 60 to 65 decibels. Thus the recommendation that <br />pile driving should be restricted to no earlier than 8 a.m., and no later than 4:00 p.m., with no <br />pile driving on Saturdays and Sundays. <br />Typical construction vehicles generate noise. It is unlikely the vehicles will exceed state <br />noise standards, and the restriction on working hours described above will reduce the impact. <br />Nonetheless, it is likely that nearby residents will find the noise and activity unpleasant. <br />Dewatering pumps typically run all day and night, and dewatering will be necessary for <br />bridge construction. Though these pumps would not exceed state noise standards, they may <br />be irritating when running all night. On another project in Lino Lakes, the contractor <br />constructed a noise barrier: a three sided plywood wall with one -inch styrofoam on the <br />inside. The top and side away from the residents was open for access and to allow the pump <br />to still function. The use of such a temporary wall can reduce noise from dewatering pumps. <br />Vibration: The other aspect of the pile driving activity is the potential for impacts <br />from vibration. STS reviewed actual seismograph data taken adjacent to pile driving <br />operations. The seismograph tests indicate that the frequency of the vibrations is less than <br />Environmental Assessment Worksheet <br />Page 17 Pheasant Hills 12th Addition <br />