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Response to CGS Comments <br />Lincoln Elementary School Modernization <br />750 E. Yosemite Avenue <br />Manteca, California <br />Page 3 <br />operations to confirm the implementation of the previous recommendations. These recommendations <br />assume that a differential displacement across the length of the building of 1 to 3 inches would not pose a <br />risk of building collapse. We would anticipate that these displacement values are within the normal range <br />of acceptable displacement for this type of construction designed in accordance with the current building <br />code for the recommended soft ground seismic design parameters. <br />LIMITATIONS <br />All limitations contained in the original report are hereby incorporated by reference. <br />We trust this letter provides the information required. If you have any questions, please contact us at <br />(209) 234-0518. <br />Sincerely, <br />CONDOR EARTH TECHNOLOGIES, INC. <br />Bill Cook, PG, CEG Rn Skaggs, PAGE7; <br />— L►Cf� \DNbL G� r�QI°ESp� <br />a� BILL A. COOK III uN Co 2295 m <br />No. 2334 -a <br />• CERTIFIED ilia _2 <br />ENGINEERING <br />GEOLOGIST <br />OF CAl <br />Attachments: <br />Revised USGS Seismic Parameters <br />5/15/15 Liquefaction Analysis with groundwater at 10 feet below ground surface <br />11/4/15 Liquefaction Analysis with groundwater at 6.6 feet below ground surface <br />11/4/15 Liquefaction Analysis with groundwater at 10 feet below ground surface <br />11/4/15 Liquefaction Analysis with groundwater at 19.8 feet below ground surface <br />cc: Sue Bell, Director of Facilities -- Manteca Unified School District <br />X: Project 6000_prj 6999 Manteca Unified School District 6999B Lincoln Elem Modernization Correspondence L 20151104-6999B response to CGS <br />comments.docx <br />1�14- <br />IL CONDOR <br />