Eric, Attached are the existing weir plans. Thanks, Clay Barnett, P.E. Town Engineer Town of Addison 16801 Westgrove Drive Addison, TX 75001-2818 Office: (972) 450-2857 From: Eric T. Little [mailto:ELittle@udr.com] Sent: Tuesday, August 24, 2010 7:15 AM To: Jennifer Haynes; Clay Barnett Subject: FW: Vitruvian Channel Section Jennifer, NDM will be onsite at 7:30 this morning. Clay, When you come out today, can you bring copies of the drawings on the existing weir so I can copy them? Thanks, Eric Little Project Manager, UDR 5430 LBJ Freeway, Suite 1250 Dallas, TX 75240 Ph: 972.774.0552 Fx: 972.991.4113 Cell: 214.641.5761 www.UDR.com From: blafoy@ndmce.com [mailto:blafoy@ndmce.com] Sent: Monday, August 23, 2010 11:02 PM To: Eric T. Little Cc: brusk@ndmce.com Subject: Re: Vitruvian Channel Section Brad Please meet Eric on site at 7:30. I will be by around 9 or 9:30. Brian J. LaFoy, P.E. Vice President Nathan D. Maier Consulting Engineers, Inc. 8080 Park Lane, Suite 600 Dallas, Texas. 75231 Ph. 214-739-4741 / Fax 214-739-5961 On Aug 23, 2010, at 9:16 PM, "Eric T. Little" wrote: 7:30am will work. From: Brian J. LaFoy [mailto:blafoy@ndmce.com] Sent: Monday, August 23, 2010 08:12 PM To: Eric T. Little Cc: 'Brad Rusk' Subject: RE: Fwd: Vitruvian Channel Section What time? I can probably get Brad there first a.m. and then I can get there by 9 or so if necessary. Brian J. LaFoy, P.E. Vice President Nathan D. Maier Consulting Engineers, Inc. 8080 Park Lane, Suite 600 Dallas, Texas 75231 Ph. 214-739-4741 / Fax 214-739-5961 blafoy@ndmce.com ________________________________ From: Eric T. Little [mailto:ELittle@udr.com] Sent: Monday, August 23, 2010 8:41 PM To: 'blafoy@ndmce.com' Subject: Re: Fwd: Vitruvian Channel Section Nah, just you or Brad will be fine. Nancy wants one of you two there while we are excavating. Its the only way she will be comfortable. From: Brian J. LaFoy [mailto:blafoy@ndmce.com] Sent: Monday, August 23, 2010 07:38 PM To: Eric T. Little Cc: blafoy@ndmce.com ; 'William L. Wallace' ; 'Brad Rusk' Subject: RE: Fwd: Vitruvian Channel Section Bill should really be there, but I know he's tied up until about 2:00. I can be there around 9 but need to be back at my office by 11 for a meeting. Brian J. LaFoy, P.E. Vice President Nathan D. Maier Consulting Engineers, Inc. 8080 Park Lane, Suite 600 Dallas, Texas 75231 Ph. 214-739-4741 / Fax 214-739-5961 blafoy@ndmce.com ________________________________ From: Eric T. Little [mailto:ELittle@udr.com] Sent: Monday, August 23, 2010 5:29 PM To: 'blafoy@ndmce.com' Subject: Re: Fwd: Vitruvian Channel Section Need one of you guys to meet me in the morning please. From: blafoy@ndmce.com [mailto:blafoy@ndmce.com] Sent: Monday, August 23, 2010 04:02 PM To: Eric T. Little Cc: Brad Rusk ; William L. Wallace Subject: Fwd: Vitruvian Channel Section Eric I had some concerns on Bruce's response and the plan to move forward so I discussed with Bill further. We can't really comment on what is proposed other that what we've already said since it hasn't been modeled. Please see Bill's additional remarks below. Brian J. LaFoy, P.E. Vice President Nathan D. Maier Consulting Engineers, Inc. 8080 Park Lane, Suite 600 Dallas, Texas. 75231 Ph. 214-739-4741 / Fax 214-739-5961 Begin forwarded message: From: "William L. Wallace" Date: August 23, 2010 4:54:09 PM CDT To: Subject: RE: Vitruvian Channel Section Brian, As we have discussed before, I believe there are signs of erosion in this reach under current conditions. The previous hydraulic model showed that the velocities would be increased in this area by the original plan. I anticipate that to make matters worse. The latest section from Bruce increased the velocities further. I believe that is not a good idea. I have run hydraulics on the latest section from Bruce, but not on anything else. I do not know the impact of what Eric is proposing. I do not think that decisions should be made without knowing the impacts. I will run additional sections for them if them can tell me where they are starting the benches and the proposed flowline. I will be at meetings tomorrow until about 2 pm. Bill William L. Wallace, P.E. Executive Vice President Nathan D. Maier Consulting Engineers, Inc. 8080 Park Lane, Suite #600 Dallas, TX 75231 PH: (214)-739-4741 ________________________________ From: blafoy@ndmce.com [mailto:blafoy@ndmce.com] Sent: Monday, August 23, 2010 4:34 PM To: William L. Wallace Cc: Brad Rusk Subject: Fwd: Vitruvian Channel Section Comments? I need to know ASAP. Brian J. LaFoy, P.E. Vice President Nathan D. Maier Consulting Engineers, Inc. 8080 Park Lane, Suite 600 Dallas, Texas. 75231 Ph. 214-739-4741 / Fax 214-739-5961 Begin forwarded message: From: "Eric T. Little" Date: August 23, 2010 4:20:12 PM CDT To: Nancy Cline , 'Bruce Dunne' , Clay Barnett , Joel Massey , Tom Lamberth Cc: "Brian J. LaFoy" , Brad Rusk , Nick Jacob Subject: RE: Vitruvian Channel Section All, We are out of time here. This work was supposed to begin tomorrow, but without knowing what we are supposed to do on the creek bottom, it’s almost impossible to move forward. I’m going to instruct them to go ahead and start 3’ in and then cut to a 10:1 V. If we change it will be easier to cut down to a 3:1. Also need to know what we are supposed to do for the recirc pump at the existing weir. Need help here please. Eric Little Project Manager, UDR 5430 LBJ Freeway, Suite 1250 Dallas, TX 75240 Ph: 972.774.0552 Fx: 972.991.4113 Cell: 214.641.5761 www.UDR.com From: Nancy Cline [mailto:ncline@addisontx.gov] Sent: Monday, August 23, 2010 10:44 AM To: 'Bruce Dunne'; Eric T. Little; Clay Barnett; Joel Massey Cc: Brian J. LaFoy; Brad Rusk Subject: RE: Vitruvian Channel Section Last week I requested cross sections at 50 ft intervals. Would you please send these as I requested? Nancy Cline From: Bruce Dunne [mailto:bdunne@icon-engineers.com] Sent: Monday, August 23, 2010 10:42 AM To: Eric T. Little; Clay Barnett; Joel Massey; Nancy Cline Cc: Brian J. LaFoy; Brad Rusk Subject: RE: Vitruvian Channel Section The proposed cross section change, as submitted to the Town last week for the area of the creek south of the Ponte Avenue bridge to the existing weir structure, will result in a miniscule increase in velocity in this area of the creek. The cross section of the creek would decrease by 12 square feet. The average area of flow in this area was originally proposed to be 1150 square feet, so theoretically this area would be decreased to an average of 1138 square feet, resulting in an increase in velocity from around 7.80 feet per second to 7.88 feet per second. If this is unacceptable to the Town, I would suggest we go back to the original cross section proposed on the drawings. After seeing the creek last week with the water drained out, I feel the section as originally designed will work just fine. From: Eric T. Little [mailto:ELittle@udr.com] Sent: Monday, August 23, 2010 9:56 AM To: Clay Barnett; Bruce Dunne; Joel Massey; Nancy Cline Cc: Brian J. LaFoy; 'Brad Rusk' Subject: FW: Vitruvian Channel Section All, Mr. Wallace has reviewed the new cross section and he is concerned that we are going to end up increasing the velocity of the creek by changing from a 10:1 to a 3:1 in the channel bottom. We need direction on this ASAP as they are scheduled to start grading tomorrow. Thanks, Eric Little Project Manager, UDR 5430 LBJ Freeway, Suite 1250 Dallas, TX 75240 Ph: 972.774.0552 Fx: 972.991.4113 Cell: 214.641.5761 www.UDR.com From: Brian J. LaFoy [mailto:blafoy@ndmce.com] Sent: Monday, August 23, 2010 9:51 AM To: Eric T. Little Cc: 'Brad Rusk'; William L. Wallace Subject: FW: Vitruvian Channel Section Eric: I was on vacation last week but reviewed Brad and Bill's response on the downstream channel work this morning. See below for NDMs response. Brian J. LaFoy, P.E. Vice President Nathan D. Maier Consulting Engineers, Inc. 8080 Park Lane, Suite 600 Dallas, Texas 75231 Ph. 214-739-4741 / Fax 214-739-5961 blafoy@ndmce.com ________________________________ From: Brad Rusk [mailto:brusk@ndmce.com] Sent: Friday, August 20, 2010 8:51 AM To: blafoy@ndmce.com Subject: FW: Vitruvian Channel Section Brian, Bill's response below regarding the proposed revised channel section for Vitruvian south of the Ponte bridge. Brad Rusk CPC, CCCA Construction Manager Nathan D. Maier Consulting Engineers, Inc. 8080 Park Lane, Suite 600 Dallas, TX 75231 ph. 214.739.4741 fax 214.739.5961 -----Original Message----- From: William L. Wallace [mailto:bwallace@ndmce.com] Sent: Friday, August 20, 2010 8:39 AM To: Brad Rusk Subject: Vitruvian Channel Section Brad, You asked me to review the proposed cross-section for the channel grading downstream of the Ponte Bridge. I had two initial concerns: did it meet the intent of the 404 permit and was it consistent with the hydraulic model. I looked at both issues. 404 Permit - Ex. 10, Fig. 2 shows the proposed general section in this area. Although the proposed section is not the same, they both show grading in the channel. For purposes of the 404 permit, I believe they both show similar intents. Hydraulic Model - There are two sections in the model in this area. Section 6.272 and 6.303. Section 6.272 is the more critical because there are high channel velocities at this natural creek section. The proposed section is not consistent with the hydraulic model. The proposed section is deeper and with steeper bottom cross-slopes. The hydraulic model shows approximate 10:1 slopes versus the new section has a 3' bench area and 3:1 slopes. To get an idea of the possible impacts I revised the HEC-2 model to more closely represent the new proposed section. Revising the section had 2 impacts. Generally the water surface elevation increased by about 0.1 feet. This increase did not extend upstream into the area where there were increases over existing conditions. The change did increase the channel velocities. The following summarizes the velocities at Section 6.272 Corrected Existing = 8.6 fps Previous Proposed = 9.2 fps Revised Proposed = 9.6 fps I remain concerned about the channel velocities in this area and do not recommend sections that result in additional increases to the velocity in this sensitive area. Let me know if you have questions concerning this. Thanks Bill William L. Wallace, P.E. Executive Vice President Nathan D. 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