Ok.
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 10:41 AM
To: Eric T. Little
Subject: RE: Vitruvian Channel Section
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
federal or state law and regulations. If you have received this information in error, please delete it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you.
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This e-mail and any files or attachments transmitted with it contains Information that is confidential and privileged. This document may contain Protected Health Information (PHI) or
other information that is intended only for the use of the individual(s) and entity(ies) to whom it is addressed. If you are the intended recipient, further disclosures are prohibited
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
federal or state law and regulations. If you have received this information in error, please delete it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you.
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活潳洭牡楧潢瑴浯愭瑬愺瑵❯㰾灳湡瑳汹㵥昧湯楳敺ㄺ⸱瀰㭴潦瑮昭浡汩㩹䌢污扩楲Ⱒ猢湡敳楲≦挻汯牯⌺䘱㤴䐷㸧敎摥敨灬栠牥汰慥敳㰮猯慰㹮漼瀺㰾漯瀺㰾瀯ാഊ㰊楤㹶瀼挠慬獳䴽潳潎浲污猠祴敬✽獭ⵯ慭杲湩琭灯愭瑬愺瑵㭯獭ⵯ慭杲湩戭瑯潴污㩴畡潴㸧猼慰൮猊祴敬✽潣潬㩲ㄣ㑆㜹❄䔾楲楌瑴敬⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽獭ⵯ慭杲湩琭灯愭瑬愺瑵㭯獭ⵯ慭杲湩戭瑯潴污㩴畡潴㸧猼慰൮猊
祴敬✽潣潬㩲ㄣ㑆㜹❄倾潲敪瑣䴠湡条牥䑕㱒猯慰㹮漼瀺㰾漯瀺㰾瀯ാഊ㰊⁰汣獡㵳獍乯牯慭瑳汹㵥洧潳洭牡楧潴⵰污㩴畡潴活潳洭牡楧潢瑴浯愭瑬愺瑵❯㰾灳湡瑳汹㵥挧汯牯⌺䘱㤴䐷㸧㐵〳䰠䩂䘠敲睥祡畓瑩㈱〵⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽獭ⵯ慭杲湩琭灯愭瑬愺瑵㭯獭ⵯ慭杲湩戭瑯潴污㩴畡潴㸧猼慰൮猊祴敬✽潣潬㩲ㄣ㑆㜹❄䐾污慬ⱳ吠⁘㔷㐲㰰猯慰㹮漼瀺㰾漯瀺㰾瀯ാഊ㰊⁰汣獡㵳獍乯牯慭瑳
汹㵥洧潳洭牡楧潴⵰污㩴畡潴活潳洭牡楧潢瑴浯愭瑬愺瑵❯㰾灳湡瑳汹㵥挧汯牯⌺䘱㤴䐷㸧桐›㜹⸲㜷⸴㔰㈵⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽獭ⵯ慭杲湩琭灯愭瑬愺瑵㭯獭ⵯ慭杲湩戭瑯潴污㩴畡潴㸧猼慰൮猊祴敬✽潣潬㩲ㄣ㑆㜹❄䘾㩸㤠㈷㤮ㄹ㐮ㄱ㰳猯慰㹮漼瀺㰾漯瀺㰾瀯ാഊ㰊⁰汣獡㵳獍乯牯慭瑳汹㵥洧潳洭牡楧潴⵰污㩴畡潴活潳洭牡楧潢瑴浯愭瑬愺瑵❯㰾灳湡瑳汹㵥挧汯牯⌺䘱㤴䐷㸧敃汬›ㄲ⸴㐶⸱
㜵ㄶ⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽獭ⵯ慭杲湩琭灯愭瑬愺瑵㭯獭ⵯ慭杲湩戭瑯潴污㩴畡潴㸧猼慰൮猊祴敬✽潣潬㩲ㄣ㑆㜹❄㰾牨晥∽瑨灴⼺眯睷售剄挮浯㸢睷䑕⹒潣㱭愯㰾猯慰㹮漼瀺㰾漯瀺㰾瀯ാഊ㰊搯癩ാഊ㰊楤㹶搼癩猠祴敬✽潢摲牥渺湯㭥潢摲牥琭灯猺汯摩⌠㕂㑃䙄ㄠ〮瑰瀻摡楤杮㌺〮瑰〠湩〠湩〠湩㸧瀼挠慬獳䴽潳潎浲污猠祴敬✽獭ⵯ慭杲湩琭灯愭瑬愺瑵㭯獭ⵯ慭杲湩戭瑯潴污㩴畡潴㸧戼㰾灳湡
瑳汹㵥昧湯楳敺ㄺ⸰瀰㭴潦瑮昭浡汩㩹吢桡浯≡∬慳獮猭牥晩✢䘾潲㩭⼼灳湡㰾戯㰾灳湡瑳汹㵥昧湯楳敺ㄺ⸰瀰㭴潦瑮昭浡汩㩹吢桡浯≡∬慳獮猭牥晩✢‾慎据⁹汃湩嬊慭汩潴渺汣湩䁥摡楤潳瑮潧嵶㰠牢ാ㰊㹢敓瑮㰺戯‾潍摮祡畁畧瑳㈠ⰳ㈠‰〱㐺‴䵁戼㹲戼吾㩯⼼㹢✠牂捵畄湮❥※牅捩吠楌瑴敬※汃祡䈠牡敮瑴※潊汥䴠獡敳㱹牢ാ㰊㹢捃㰺戯‾牂慩⹊䰠䙡祯※牂摡删獵㱫牢ാ㰊㹢畓橢捥㩴⼼㹢删㩅嘠瑩畲楶湡䌠慨湮汥匠
捥楴湯⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰⼼楤㹶⼼楤㹶瀼挠慬獳䴽潳潎浲污猠祴敬✽獭ⵯ慭杲湩琭灯愭瑬愺瑵㭯獭ⵯ慭杲湩戭瑯潴污㩴畡潴㸧猼慰൮猊祴敬✽潦瑮猭穩㩥ㄱ〮瑰昻湯慦業祬∺慃楬牢≩∬慳獮猭牥晩㬢潣潬㩲ㄣ㑆㜹❄䰾獡൴眊敥⁉敲畱獥整牣獯敳瑣潩獮愠⁴〵映⁴湩整癲污渦獢㭰圠畯摬礠畯瀠敬獡敳摮桴獥獡䤠爠煥敵瑳摥㰿猯慰㹮漼瀺㰾漯瀺㰾瀯ാഊ㰊⁰汣獡㵳獍乯牯慭瑳汹㵥洧潳洭牡楧潴⵰污㩴畡潴活潳
洭牡楧潢瑴浯愭瑬愺瑵❯㰾灳湡瑳汹㵥昧湯楳敺ㄺ⸱瀰㭴潦瑮昭浡汩㩹䌢污扩楲Ⱒ猢湡敳楲≦挻汯牯⌺䘱㤴䐷㸧慎据൹䌊楬敮⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰搼癩ാഊ㰊楤⁶瑳汹㵥戧牯敤㩲潮敮戻牯敤潴㩰潳楬䈣䌵䐴⁆⸱瀰㭴慰摤湩㩧⸳瀰⁴椰椰椰❮ാഊ㰊⁰汣獡㵳獍乯牯慭瑳汹㵥洧潳洭牡楧潴⵰污㩴畡潴活潳洭牡楧潢瑴浯愭瑬愺瑵❯㰾㹢猼慰൮猊祴敬✽潦瑮猭穩㩥〱〮瑰昻湯慦業祬∺慔潨慭Ⱒ猢湡敳楲≦㸧牆浯㰺猯慰㹮
⼼㹢猼慰൮猊祴敬✽潦瑮猭穩㩥〱〮瑰昻湯慦業祬∺慔潨慭Ⱒ猢湡敳楲≦㸧䈠畲散䐠湵敮浛楡瑬㩯摢湵敮楀潣湥楧敮牥潣嵭㰠牢ാ㰊㹢敓瑮㰺戯‾潍摮祡畁畧瑳㈠ⰳ㈠‰〱㐺′䵁戼㹲戼吾㩯⼼㹢䔠楲⹔䰠瑩汴㭥䌠慬⁹慂湲瑥㭴䨠敯慍獳祥※慎据⁹汃湩㱥牢ാ㰊㹢捃㰺戯‾牂慩⹊䰠䙡祯※牂摡删獵㱫牢ാ㰊㹢畓橢捥㩴⼼㹢删㩅嘠瑩畲楶湡䌠慨湮汥匠捥楴湯⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰⼼楤㹶⼼楤㹶瀼挠慬獳䴽潳潎浲污
猠祴敬✽獭ⵯ慭杲湩琭灯愭瑬愺瑵㭯獭ⵯ慭杲湩戭瑯潴污㩴畡潴㸧猼慰൮猊祴敬✽潦瑮猭穩㩥ㄱ〮瑰昻湯慦業祬∺慃楬牢≩∬慳獮猭牥晩㬢潣潬㩲ㄣ㑆㜹❄吾敨牰灯獯摥挠潲獳猠捥楴湯挠慨杮ⱥ愠畳浢瑩整潴琠敨吠睯慬瑳眠敥潦桴牡慥景琠敨挠敲步猠畯桴漠桴潐瑮癁湥敵戠楲杤潴琠敨攠楸瑳湩敷物猠牴捵畴敲ബ眊汩敲畳瑬椠業楮捳汵湩牣慥敳椠敶潬楣祴椠桴獩愠敲景琠敨牣敥渦獢㭰吠敨挠潲獳猠
捥楴湯漠桴牣敥潷汵敤牣慥敳戠⁹㈱猠畱牡敦瑥☮扮灳഻吊敨愠敶慲敧愠敲景映潬⁷湩琠楨牡慥眠獡漠楲楧慮汬⁹牰灯獯摥琠敢ㄠ㔱‰煳慵敲敦瑥潳琠敨牯瑥捩污祬琠楨牡慥眠畯摬戠敤牣慥敳潴愠癡牥条景ㄠ㌱സ猊畱牡敦瑥敲畳瑬湩湩愠湩牣慥敳椠敶潬楣祴映潲牡畯摮㜠㠮‰敦瑥瀠牥敳潣摮琠⸷㠸映敥⁴数敳潣摮☮扮灳※晉琠楨獩甠慮捣灥慴汢潴琠敨吠睯Ɱ䤠潷汵畳杧獥⁴敷朠慢正琠
桴牯杩湩污挠潲獳猠捥楴湯瀠潲潰敳湯琠敨牤睡湩獧☮扮灳※晁整敳楥杮琠敨挠敲步氠獡⁴敷步眠瑩桴慷整牤楡敮畯ⱴ䤠敦汥琠敨猠捥楴湯愠牯杩湩污祬搠獥杩敮楷汬眠牯番瑳映湩⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰搼癩ാഊ㰊楤⁶瑳汹㵥戧牯敤㩲潮敮戻牯敤潴㩰潳楬䈣䌵䐴⁆⸱瀰㭴慰摤湩㩧⸳瀰⁴椰椰椰❮ാഊ㰊⁰汣獡㵳獍乯牯慭瑳汹㵥洧潳洭牡楧潴⵰污㩴畡潴活潳洭牡楧潢瑴浯愭瑬愺瑵❯㰾㹢猼慰൮猊祴
敬✽潦瑮猭穩㩥〱〮瑰昻湯慦業祬∺慔潨慭Ⱒ猢湡敳楲≦㸧牆浯㰺猯慰㹮⼼㹢猼慰൮猊祴敬✽潦瑮猭穩㩥〱〮瑰昻湯慦業祬∺慔潨慭Ⱒ猢湡敳楲≦㸧䔠楲⹔䰠瑩汴嬊慭汩潴䔺楌瑴敬畀牤挮浯⁝戼㹲戼匾湥㩴⼼㹢䴠湯慤ⱹ䄠杵獵⁴㌲〲〱㤠㔺‶䵁戼㹲戼吾㩯⼼㹢䌠慬⁹慂湲瑥㭴䈠畲散䐠湵敮※潊汥䴠獡敳㭹丠湡祣䌠楬敮戼㹲戼䌾㩣⼼㹢䈠楲湡䨠慌潆㭹✠牂摡删獵❫戼㹲戼匾扵敪瑣㰺戯‾坆›楖牴癵慩桃湡敮敓瑣潩㱮猯慰
㹮漼瀺㰾漯瀺㰾瀯ാഊ㰊搯癩ാഊ㰊搯癩ാഊ㰊⁰汣獡㵳獍乯牯慭瑳汹㵥洧潳洭牡楧潴⵰污㩴畡潴活潳洭牡楧潢瑴浯愭瑬愺瑵❯㰾灳湡瑳汹㵥昧湯楳敺ㄺ⸱瀰㭴潦瑮昭浡汩㩹䌢污扩楲Ⱒ猢湡敳楲≦挻汯牯⌺䘱㤴䐷㸧汁ⱬ⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽獭ⵯ慭杲湩琭灯愭瑬愺瑵㭯獭ⵯ慭杲湩戭瑯潴污㩴畡潴㸧猼慰൮猊祴敬✽潦瑮猭穩㩥ㄱ〮瑰昻湯慦業祬∺慃楬牢≩∬慳獮猭牥晩㬢潣潬㩲ㄣ㑆㜹❄䴾慗汬
捡慨敲楶睥摥琠敨渠睥挠潲獳猠捥楴湯愠摮栠獩挠湯散湲摥琠慨⁴敷愠敲潧湩潴攠摮甠⁰湩牣慥楳杮琠敨瘠汥捯瑩⁹景琠敨挠敲步戠⁹档湡楧杮映潲〱ㄺ琠൯愊㌠ㄺ椠桴档湡敮潢瑴浯㰮猯慰㹮漼瀺㰾漯瀺㰾瀯ാഊ㰊⁰汣獡㵳獍乯牯慭瑳汹㵥洧潳洭牡楧潴⵰污㩴畡潴活潳洭牡楧潢瑴浯愭瑬愺瑵❯㰾灳湡瑳汹㵥昧湯楳敺ㄺ⸱瀰㭴潦瑮昭浡汩㩹䌢污扩楲Ⱒ猢湡敳楲≦挻汯牯⌺䘱㤴䐷㸧敗敮摥搠物捥楴湯漠桴獩䄠䅓⁐
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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
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☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾
牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥戼㹲戼㹲漼瀺㰾漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯瀺㰾瀯敲㰾牰㹥漼瀺☾扮灳㰻漯eturn false;\">" +
" \n" +
"