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HomeMy WebLinkAbout20150922 Ver 1_Email_20150914Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Anderson, John <j_david_anderson@nps.gov> Monday, September 14, 2015 1:23 PM Slaughter, Johnathan H; Ryan McCormick Kichefski, Steven L SAW; Chambers, Marla J; Marella Buncick (Marella_Buncick@fws.gov); Wanucha, Dave; Carpenter,Kristi; Guynn, Jami C; Johnson, Mark G; Wayne, David A; Souther, Zachary S Re: Bridge #61, Alleghany, Permit Application Follow up Flagged I have forwarded your request for a construction permit to our permit coordinator Ryan McCormick (copied on this email). You must have this permit executed prior to the start of work within NPS lands. Sincerely, David Anderson j david anderson(a�nps.gov Resident Landscape Architect/GIS & GPS Coordinator National Park Service Blue Ridge Parkway 199 Hemphill Knob Road Asheville NC 28803 828-348-3435 On Tue, Sep 8, 2015 at 2:45 PM, Slaughter, Johnathan H<hslau_h� ter(a�ncdot.�> wrote: All, See attached permit application and call if you have any questions. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. ---------- Forwarded message ---------- From: David Petty <dpetty�a,tgsen�ineers.com> To: "Slaughter, Johnathan H" <hslau h�ter(a�ncdot.gov> Cc: "Guynn, Jami C" <ic�uvnn(c�ncdot.gov>, "Shown, Marc T" <mshown(a�ncdot.gov>, <pfisher�a�,ncdot.gov>, Randy Henegar <rhene�c(�e,t�sengineers.com>, Jimmy Terry <jterry�c�t�sen�ineers.com> "Fisher, Paul F" Date: Thu, 20 Nov 2014 20:04:32 +0000 Subject: Alleghany #61 Permit Drawings Heath, Please see attached permit drawings and SMP for this culvert. I also attached the approved CSR and 90% structure plans. There have actually been minor revisions to the structure plans since the 90°/o submittal to match the permit drawings — primarily to the last paragraph on Sheet No. C-1. For stream bank stabilization, I subtracted the portion of proposed that overlaps existing. The culvert baffle/ floodplain bench sections on the CSR reflect currently proposed conditions with the exception of the streambank stabilization. It has been changed to Class I, the geotextile deleted and no longer proposed to be keyed in below the floodplain bench per Randy. Please let me know if I can provide anything else ar make adjustments. Thanks, David David B. Petty, PE TGS Engineers 706 Hillsborough Street - Suite 200 � Raleigh, NC 27603 � 919-773-8887 Ext.104(W) � 770-310-1052(M) dpetty�c�tgsengineers.com