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Page 1 of 1 <br /> Mike Infurna [EH] <br /> From: Brown, Damon [Damon.Brown@stantec.com] <br /> Sent: Tuesday, May 12, 2009 1:17 PM <br /> To: Mike Infurna [EH] <br /> Cc: Lichtenberger, Deborah; Ryan, Colin <br /> Subject: 7-11 #14113 Stockton <br /> Attachments: Phase I & II Soil Table.pdf; 14113, 2009 02-04, Advance Soil Borings.pdf <br /> 7-11 #14113 <br /> 3040 W. Benjamin Holt Drive <br /> Stockton, CA <br /> Mike, <br /> Good afternoon. Attached, please find an updated copy of the field notes and Table 1 you requested. Please <br /> replace the corresponding pages in the report we sent you. <br /> To clarify: <br /> . No soil samples collected from GP-2 were analyzed as all of the field readings on the PID for those <br /> samples were 0.0. <br /> • All of the grab-groundwater samples were collected using 10 feet of slotted screen below 10 feet of blank <br /> casing. In all four borings,the groundwater was measured at 10 feet bgs at the time the samples were <br /> collected. Colin indicated that the groundwater in all four borings came up to 10 feet very quickly once the <br /> soil sample rods were retracted. <br /> Please let me know if you need anything else. <br /> Thank You, <br /> Damon Brown <br /> Geologic Associate <br /> Stantec Consulting Corporation <br /> Ph: (916)384-0718 <br /> Fx: (916)861-0430 <br /> Cell: (916)826-7052 <br /> Damon.Brown@stantec.com <br /> stantec.com <br /> The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted,or used for <br /> any purpose except with Stantec's written authorization. If you are not the intended recipient,please delete all copies and <br /> notify us immediately. <br /> ( Please consider the environment before printing this email. <br /> 5/12/2009 <br />