Eric, It looks like we still need to hold that meeting on the soil nailed walls. Thanks, Clay Barnett, P.E. Town Engineer Town of Addison 16801 Westgrove Drive Addison, TX 75001-2818 Office: (972) 450-2857 -----Original Message----- From: Bill Campbell [mailto:OWCampbell@kleinfelder.com] Sent: Tuesday, July 20, 2010 8:55 PM To: Clay Barnett Cc: Noel Janacek; Wade Geistweidt Subject: Fw: Fwd: FW: Soil Nails Clay- Please see our response below. -----Original Message----- From: Noel Janacek To: Bill Campbell To: Wade Geistweidt Sent: 7/20/2010 4:58:24 PM Subject: Re: Fwd: FW: Soil Nails Bill, I have looked through the latest projectmates information including Olden's response letter to Brian. I do not see any other response to our question about drainage than the original response from Olden stating that they have accounted for hydrostatic pressures in the design. It is Kleinfelder's opinion that the best long term performance from the wall will be achieved with the implementation of drainage material behind the wall and weep holes passing through the wall as is common for most permanent soil nail walls. Regards, Noel Noel W. Janacek, PE Consulting Engineer 7805 Mesquite Bend, Suite 100 Irving, Texas 75063 o | 972.868.5900 d | 972.868.5931 f | 972.409.0008 m | 817.846.3600 ( http://www.kleinfelder.com/ ) >>> Bill Campbell 7/20/2010 6:27 PM >>> Wade and Noel- Can you guys please look into this and let me know? I am in Denver in meetings all day today and tomorrow. Thanks. Bill Campbell, Jr., P.E. N. Texas/Oklahoma Business Unit Leader 2035 Central Circle #110 McKinney, TX 75069 o| 972.562.4677 c| 214.837.4476 f| 972.542.4366 ( http://www.kleinfelder.com/ ) >>> Clay Barnett 7/20/2010 3:53 PM >>> Bill, Please review the information in Projectmates and let me know if the contractor has responded to all the comments regarding the soil nailed walls. Thanks, Clay Barnett, P.E. Town Engineer Town of Addison 16801 Westgrove Drive Addison, TX 75001-2818 Office: (972) 450-2857 ( http://www.addisongreen.info/ )