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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उ ഠऊउ慎桴湡䐠慍敩潃獮汵楴杮䔠杮湩敥獲湉ഠऊउ〸〸倠牡慌敮畓瑩〶‰उ䐉污慬ⱳ吠硥獡㜠㈵ㄳഠऊउ桐ㄲⴴ㌷ⴹ㜴ㄴ⼠䘠硡㈠㐱㜭㤳㔭㘹‱उ戉慬潦䁹摮捭潣洼楡瑬㩯汢晡祯湀浤散挮浯‾†彟彟彟彟彟彟彟彟彟彟彟彟彟彟彟彟उ䘉潲㩭䈠慲畒歳嬠慭汩潴戺畲歳湀浤散挮浯⁝उ匉湥㩴䘠楲慤ⱹ䄠杵獵⁴〲〲〱㠠㔺‱䵁उ吉㩯戠慬潦䁹摮捭潣൭ऊउ畓橢捥㩴䘠㩗嘠瑩畲楶湡䌠慨湮汥匠捥楴湯
उ 牂慩Ɱउഉऊउ楂汬猧爠獥潰獮敢潬⁷敲慧摲湩桴牰灯獯摥爠癥獩摥挠慨湮汥猠捥楴湯映牯嘠瑩畲楶湡猠畯桴漠桴潐瑮牢摩敧മऊउउഉऊउ牂摡删獵偃ⱃ䌠䍃ുऊउ潃獮牴捵楴湯䴠湡条牥उ三瑡慨⹄䴠楡牥䌠湯畳瑬湩湅楧敮牥ⱳ䤠据മऊउ〸〸倠牡慌敮畓瑩〶രऊउ慄汬獡塔㜠㈵ㄳउ瀉㈠㐱㜮㤳㐮㐷റऊउ慦⁸ㄲ⸴㌷⸹㤵ㄶउഉऊउⴭⴭ伭楲楧慮敍獳条ⵥⴭⴭउ䘉潲㩭圠汩楬浡䰠慗汬捡浛
楡瑬㩯睢污慬散湀浤散挮浯൝ऊउ敓瑮›牆摩祡畁畧瑳㈠ⰰ㈠‰㨸㤳䄠്ऊउ潔›牂摡删獵൫ऊउ畓橢捥㩴嘠瑩畲楶湡䌠慨湮汥匠捥楴湯उഉऊउ牂摡夠畯愠歳摥洠潴爠癥敩⁷桴牰灯獯摥挠潲獳猭捥楴湯映牯琠敨挠慨湮汥朠慲楤杮搠睯獮牴慥景琠敨倠湯整䈠楲杤†⁉慨睴湩瑩慩潣据牥獮›楤瑩洠敥⁴桴湩整瑮漠桴〴‴数浲瑩愠摮眠獡椠⁴潣獮獩整瑮眠瑩桴票牤畡楬潭敤†⁉潬歯摥愠⁴潢桴椠獳敵उഉऊ
उ〴‴敐浲瑩ⴠ䔠ㄠⰰ䘠杩′桳睯桴牰灯獯摥朠湥牥污猠捥楴湯椠桴獩愠敲†汁桴畯桧琠敨瀠潲潰敳敳瑣潩獩渠瑯琠敨猠浡ⱥ琠敨⁹潢桴猠潨⁷牧摡湩湩琠敨挠慨湮汥䘠牯瀠牵潰敳景琠敨㐠㐰瀠牥業ⱴ䤠戠汥敩敶琠敨⁹潢桴猠潨⁷楳業慬湩整瑮उഉऊउ祈牤畡楬潍敤桔牥牡睴敳瑣潩獮椠桴潭敤湩琠楨牡慥മऊउ敓瑣潩⸶㜲′湡⸶〳⸳†敓瑣潩⸶㜲′獩琠敨洠牯牣瑩捩污戠捥畡敳琠敨敲愠
敲栠杩档湡敮敶潬楣楴獥愠⁴桴獩渠瑡牵污挠敲步猠捥楴湯吠敨瀠潲潰敳敳瑣潩獩渠瑯挠湯楳瑳湥⁴楷桴琠敨栠摹慲汵捩洠摯汥吠敨瀠潲潰敳敳瑣潩獩搠敥数湡楷桴猠整灥牥戠瑯潴牣獯汳灯獥吠敨栠摹慲汵捩洠摯汥猠潨獷愠灰潲楸慭整ㄠ㨰‱汳灯獥瘠牥畳桴敮⁷敳瑣潩慨✳戠湥档愠敲湡㨳‱汳灯獥吠敧⁴湡椠敤景琠敨瀠獯楳汢浩慰瑣⁉敲楶敳桴䕈ⵃ′潭敤潴洠牯汣獯汥⁹敲牰獥湥⁴桴
敮⁷牰灯獯摥猠捥楴湯删癥獩湩桴敳瑣潩慨′浩慰瑣†敇敮慲汬⁹桴慷整畳晲捡汥癥瑡潩湩牣慥敳祢愠潢瑵उ〉ㄮ映敥†桔獩椠据敲獡楤潮⁴硥整摮甠獰牴慥湩潴琠敨愠敲桷牥桴牥敷敲椠据敲獡獥漠敶硥獩楴杮挠湯楤楴湯吠敨挠慨杮楤湩牣慥敳琠敨挠慨湮汥瘠汥捯瑩敩†桔潦汬睯湩畳浭牡穩獥琠敨瘠汥捯瑩敩瑡匠捥楴湯उ㘉㈮㈷उഉऊउ潃牲捥整硅獩楴杮㴠㠠㘮映獰उ倉敲楶畯
牐灯獯摥㴠㤠㈮映獰उ刉癥獩摥倠潲潰敳‽⸹‶灦൳ऊउउ䤉爠浥楡潣据牥敮扡畯⁴桴档湡敮敶潬楣楴獥椠桴獩愠敲湡潤渠瑯爠捥浯敭摮猠捥楴湯桴瑡爠獥汵⁴湩愠摤瑩潩慮湩牣慥敳潴琠敨瘠汥捯瑩⁹湩琠楨敳獮瑩癩牡慥䰠瑥洠湫睯椠潹⁵慨敶焠敵瑳潩獮挠湯散湲湩桴獩മऊउ桔湡獫䈠汩൬ऊउउ圉汩楬浡䰠慗汬捡ⱥ倠䔮മऊउ硅捥瑵癩楖散倠敲楳敤瑮उ三瑡慨⹄䴠楡牥䌠湯畳瑬湩湅楧敮牥
ⱳ䤠据മऊउ〸〸倠牡慌敮畓瑩㘣〰उ䐉污慬ⱳ吠⁘㜠㈵ㄳउ倉㩈†㈨㐱㌷ⴹ㜴ㄴउ⨉⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪പऊउउഉऊउउഉऊउउഉऊउउഉऊउउ उഉऊउउഉऊउउഉऊउउഉऊउउഉऊउउ उ उഉऊउउഉऊउउഉऊउउഉऊउउഉऊउउ उഉऊउउഉऊउउ
ഉऊउउഉऊउउഉऊउउ उ उ उ吉楨ⵥ慭汩愠摮愠祮映汩獥漠瑡慴档敭瑮牴湡浳瑩整楷桴椠⁴潣瑮楡獮䤠普牯慭楴湯琠慨⁴獩挠湯楦敤瑮慩湡牰癩汩来摥桔獩搠捯浵湥⁴慭⁹潣瑮楡牐瑯捥整效污桴䤠普牯慭楴湯⠠䡐⥉漠瑯敨湩潦浲瑡潩桴瑡椠湩整摮摥漠汮⁹潦桴獵景琠敨椠摮癩摩慵⡬⥳愠摮攠瑮瑩⡹敩⥳琠桷浯椠⁴獩愠摤敲獳摥晉礠畯愠敲琠敨椠瑮湥敤敲楣楰湥ⱴ映牵桴牥搠獩汣獯牵
獥愠敲瀠潲楨楢整楷桴畯⁴牰灯牥愠瑵潨楲慺楴湯晉礠畯愠敲渠瑯琠敨椠瑮湥敤敲楣楰湥ⱴ愠祮搠獩汣獯牵ⱥ挠灯楹杮牰湩楴杮牯甠敳漠桴獩椠普牯慭楴湯椠瑳楲瑣祬瀠潲楨楢整湡潰獳扩祬愠瘠潩慬楴湯漠敦敤慲牯猠慴整氠睡愠摮爠来汵瑡潩獮晉礠畯栠癡敲散癩摥琠楨湩潦浲瑡潩湩攠牲牯汰慥敳搠汥瑥瑩愠摮渠瑯晩⁹慈業桋污来楨潰牵愠⁴㜹ⴲ㔴ⴰ㠲㠶椠浭摥慩整祬桔湡潹उഉऊउउഉऊउउഉ
ऊउउഉऊउउഉऊउഠऊउउഉऊउउഉऊउउഉऊउउഉऊउउഉऊउഠऊउഠऊउउഉऊउउഉऊउउഉऊउउഉऊउउഉऊउഠऊउउഉऊउउഉऊउउഉऊउउഉऊउउഉऊउഠऊउഠऊउഠऊउउഉऊउउഉऊउउഉऊउउഉऊउउഉऊउഠऊउउഉऊउउഉऊउउഉऊउउഉऊउउഉऊउഠऊउഠऊउउഉऊउउഉऊउउഉऊउउഉऊउउഉऊउഠऊउउഉऊ
उउഉऊउउഉऊउउഉऊउउഉऊउഠऊउഠऊउഠऊउ⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪⨪പഊ