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I-10 Twin Peaks Traffic Interchange, Environmental Assessment

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Affected Environment and <strong>Environmental</strong> Impacts October 2005<br />

are estimated to be $32,800 ($2 per square foot, 820 feet long and 20 feet wide);<br />

therefore, the cost per benefited receiver would be $31,138 which is less than the<br />

$35,000 per benefited receiver recommended by ADOT. Because this wall meets<br />

ADOT cost effectiveness criteria, this wall would be constructed.<br />

A slight adjustment to the existing privacy wall height along <strong>Twin</strong> <strong>Peaks</strong> Road<br />

was necessary. A segment of privacy wall along the south side of <strong>Twin</strong> <strong>Peaks</strong><br />

Road as it approaches the connection with the proposed <strong>Twin</strong> <strong>Peaks</strong> Road<br />

extension is shorter than surrounding walls. Although other privacy walls in the<br />

area are effective at mitigating traffic noise with a 6.5-foot height, a short segment<br />

(111 feet in length) of 4.5-foot wall results in higher noise levels for RS25 and<br />

RS26. Increasing the height of this wall from 4.5 feet to 6.5 feet to match the<br />

surrounding walls would cost approximately $14,430 (to completely reconstruct<br />

the wall) is effective at reducing traffic noise levels at these two receiver locations<br />

by 5 dBA, and would result in a cost per benefited receiver of $7,215. This wall<br />

would be constructed.<br />

Although noise walls are the most common method of traffic noise mitigation,<br />

other methods were considered for reducing noise exposure to residents along<br />

<strong>Twin</strong> <strong>Peaks</strong> Road. One of the reasons traffic noise levels are relatively high along<br />

<strong>Twin</strong> <strong>Peaks</strong> Road is the existing roadway surface. The existing surface of <strong>Twin</strong><br />

<strong>Peaks</strong> Road through Continental Ranch is in fair to poor condition. The pavement<br />

shows signs of low to medium severity deterioration, rutting, and various types of<br />

cracking. The Town of Marana proposes to resurface <strong>Twin</strong> <strong>Peaks</strong> Road west to<br />

Silverbell Road with RAC which would improve drivability of the roadway and<br />

decrease the noise generation from the tire-pavement interface. Although the FHWA<br />

would not participate in the funding of roadway resurfacing with RAC, the Town of<br />

Marana would fund this overlay.<br />

Linda Vista Boulevard (Receivers LVR1, LVR5, LVR7 – LVR<strong>10</strong>, LVR13-16, and<br />

LVR21)<br />

Receiver LVR1 – The greatest increase (14 dBA) and the highest noise level (67<br />

dBA) in this area was predicted at LVR1, which exists near the proposed<br />

intersection of <strong>Twin</strong> <strong>Peaks</strong> Road/El Camino de Mañana/Linda Vista Boulevard.<br />

Although noise levels at this residence were predicted to approach or exceed the<br />

NAC for residential land uses, this residence would be displaced by the proposed<br />

improvements; therefore, mitigation for this receiver was not considered.<br />

Receiver LVR5 – <strong>Traffic</strong> noise levels at receiver LVR5 (66 dBA) were predicted to<br />

exceed ADOT’s noise abatement criteria. This residence is a single isolated<br />

residence widely separated from neighboring properties on the north side of Linda<br />

Vista Boulevard. ADOT’s noise policy does not consider mitigation of receivers<br />

set apart from other receivers reasonable; therefore, this wall would not be<br />

constructed.<br />

Receiver LVR7 – <strong>Traffic</strong> noise levels at receiver LVR7 (65 dBA) were predicted to<br />

exceed ADOT’s noise abatement criteria. This receiver, which sits on the south<br />

side of Linda Vista Boulevard, is a newly constructed residence with a solid<br />

Interstate <strong>10</strong> <strong>Traffic</strong> <strong>Interchange</strong> at<br />

<strong>Twin</strong> <strong>Peaks</strong>/Linda Vista<br />

4-59<br />

Project No.: NH-0<strong>10</strong>-D (AIW)<br />

TRACS No.: <strong>10</strong> PM 236 H5838 01D

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