Loading...
MA1009-CS130807 Rhonda Adloo From:Kyle Dykes <KDykes@TNPINC.com> Sent:Wednesday, August 07, 2013 9:47 AM To:Keith Marvin Subject:RE: Alex canal - water draw down Keith, After talking with Jay Sappington (CMJ) and Jericho Guo (TNP), I offer the following additional information.  TNP prefers to maintain the original direction for handling the HOA wall (i.e. 3”/day, max 1” draw down) and work platform; however,  If the water is drawn down further, precise measuring should be in place for identifying any lateral movement of the wall.  Work Platform – any work platform material that buries into the channel bottom could probably stay permanently. This should help alleviate the concern for difficult removal. In order to provide a calculated threshold for max draw down, extensive testing and monitoring would be required. Please let me know if you have any further questions. Kyle Dykes, P.E., CFM StormWaterGroup 1100 Macon Street Fort Worth, Texas 76102 817.336.5773 Main 817.665.7171 Direct kdykes@tnpinc.com From: Kyle Dykes Sent: Tuesday, August 06, 2013 11:04 AM To: 'Keith Marvin' Subject: Alex canal - water draw down Keith, I’m currently waiting on feedback from our structural team and CMJ. I’ll be in touch as soon as I have something. Kyle Dykes, P.E., CFM StormWaterGroup 1100 Macon Street Fort Worth, Texas 76102 817.336.5773 Main 817.665.7171 Direct 1 kdykes@tnpinc.com 2