We are going to try to schedule a time to go out there.
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: Wednesday, August 25, 2010 10:08 AM
To: Clay Barnett
Subject: RE: Vitruvian Channel Section
Ok. What concerns do you have?
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: Clay Barnett [mailto:cbarnett@addisontx.gov]
Sent: Wednesday, August 25, 2010 10:06 AM
To: Eric T. Little
Subject: RE: Vitruvian Channel Section
Eric,
The best thing would be a field visit. I know that Nancy and I have some concerns about how they are currently progressing.
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: Wednesday, August 25, 2010 9:36 AM
To: Clay Barnett
Subject: RE: Vitruvian Channel Section
Thanks. Any news on the trees that need to come out at Ponte? Do I need to get with ICON and redesign the walls and the flow path of the creek?
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: Clay Barnett [mailto:cbarnett@addisontx.gov]
Sent: Wednesday, August 25, 2010 9:32 AM
To: Eric T. Little
Subject: RE: Vitruvian Channel Section
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. Maier Consulting Engineers, Inc.
8080 Park Lane, Suite #600
Dallas, TX 75231
PH: (214)-739-4741
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without proper authorization. If you are not the intended recipient, any disclosure, copying, printing, or use of this information is strictly prohibited and possibly a violation of
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