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City of Santa Ana -Park View at Town and Country Manor <br />Draft EIR <br />Table 4.5 -7: Estimated Construction Vibration Levels (Vibratory Roller) <br />Noise <br />Parking Area Paving' Project structures <br />Predicted Predicted <br />Maximum Maximum <br />Peak Peak <br />Particle Particle <br />Velocity Velocity Structural <br />Distance (inches /sec Distance (inchestsec Damage <br />Nearest Sensitive Receptor (feet) ond) (feet) ond) Threshold <br />Building A of Town and Country 10 0.53 Adjacent2 5.25 0.5 <br />Manor <br />Building B of Town and Country <br />Manor <br />10 <br />0.53 <br />15 <br />0.35 <br />0.5 <br />Building C of Town and Country <br />10 <br />0.53 <br />Adjacent2 <br />5.25 <br />0.5 <br />Manor <br />Building D of Town and Country <br />Manor <br />10 <br />0.53 <br />170 <br />0.03 <br />0.5 <br />Building E of Town and Country <br />Manor <br />10 <br />0.53 <br />170 <br />0.03 <br />0.5 <br />Building F of Town and Country <br />115 <br />0.05 <br />270 <br />0.02 <br />0.5 <br />Manor <br />Building G of Town and Country <br />Manor <br />10 <br />0.53 <br />260 <br />.02 <br />0.5 <br />Community Bible Church of <br />Town and Country Manor <br />25 <br />0.21 <br />65 <br />0.08 <br />0.5 <br />Residences at the City Place <br />Mixed Use Development across <br />95 <br />0.06 <br />0.5 <br />Lawson Way <br />Santiago Park located across <br />Memory Lane along the northern <br />115 <br />0.05 <br />0.5 <br />border of the proposed project <br />Single - family homes across <br />Memory Lane off Santiago Street <br />500 <br />0.01 <br />0.5 <br />CNI College in the City of Orange <br />250 <br />0.02 <br />0.5 <br />Notes: <br />'Residences at Buildings B, D, E, and G of Town and Country Manor would be located less than 10 feet from <br />construction associated with the proposed parking lots. This is calculated separately from the distance to buildings. <br />2 One foot is used as the distance to calculate vibration levels for the adjacent buildings. <br />Source: Michael Brandman Associates, 2009. <br />Michael Brandman Associates 4.5 -15 <br />H\Cl t" JN)b327b327003MMVB270030 Sec0 Noi�.doc <br />