The URL can be used to link to this page

Home My WebLink About20150437 Ver 1_Modifications_20160211Homewood, Sue From: Bailey, David E SAW <David.E.Bailey2@usace.army.mil> Sent: Thursday, February 11, 2016 2:42 PM To: Michael Brame; Homewood, Sue Cc: Homer Wade; J Ford Subject: RE: Compliance visit: Taylors Landing s/d, McLeansville, Guilford Co.; SAW -2015-00989 (UNCLASSIFIED) Michael, Based on the plan sheets included in your email the proposed pipe meets the terms and conditions of Nationwide Permit 29 and does not require modifications to the SAW -2015-00989 NWP 29 verification. Thank you for the follow-through and cooperation. Please let me know if you have any questions. -Dave Bailey David E. Bailey, PWS Regulatory Project Manager US Army Corps of Engineers CE -SAW -RG -R 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: (919) 554-4884, Ext. 30. Fax: (919) 562-0421 Email: David.E.Bailey2@usace.army.mil The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0. -----Original Message ----- From: Michael Brame [mailto:mbrame@pilotenviro.com] Sent: Thursday, February 11, 2016 1:20 PM To: Bailey, David E SAW <David.E.Bailey2@usace.army.mil>; Homewood, Sue <sue.homewood@ncdenr.gov> Cc: Homer Wade <hswade@borum-wade.com>; J Ford <jford747@msn.com> Subject: [EXTERNAL] RE: Compliance visit: Taylors Landing s/d, McLeansville, Guilford Co.; SAW -2015-00989 (UNCLASSIFIED) Good Afternoon David and Sue, Attached is the culvert installation plan that has been approved by the City of Greensboro. Please take a look at it and let me know that you are good with it before it is installed. Thanks, Michael Brame, PWS 336.708.4620 (c) 336.310.4527 (o) P.O. Box 128 Kernersville, NC 27285 Blockedwww.pilotenviro.com mbrame@pilotenviro.com -----Original Message ----- From: Bailey, David E SAW[mailto:David.E.Bailey2@usace.army.mil] Sent: Thursday, January 21, 2016 1:51 PM To: Michael Brame <mbrame@pilotenviro.com>, J Ford <jford747@msn.com> Cc: Homer Wade <hswade@borum-wade.com>, Homewood, Sue <sue.homewood@ncdenr.gov> Subject: RE: Compliance visit: Taylors Landing s/d, McLeansville, Guilford Co., SAW -2015-00989 (UNCLASSIFIED) CLASSIFICATION: UNCLASSIFIED Thanks for the information and responses to our concerns, Michael. Regarding iteml), the size and length of the proposed culvert sound good, as long as the pipe conveys surface water from upstream of the crossing, to downstream effectively at grade. I concur with your response to item 2), upon a second look at the downstream extent of Wetland Area C. Please notify us when the culvert is installed, per item # 1. -Dave Bailey David E. Bailey, PWS Regulatory Project Manager US Army Corps of Engineers CE -SAW -RG -R 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: (919) 554-4884, Ext. 30. Fax: (919) 562-0421 Email: David.E.Bailey2@usace.army.mil The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at Blockedhttp://corpsmapu.usace.army.miI/cm_apex/f?p=136:4:0. -----Original Message ----- From: Michael Brame [mailto:mbrame@pilotenviro.com] Sent: Wednesday, January 20, 2016 3:09 PM To: Bailey, David E SAW <David.E.Bailey2@usace.army.mil>, Homewood, Sue <sue.homewood@ncdenr.gov> Cc: Homer Wade <hswade@borum-wade.com>, J Ford <jford747@msn.com> Subject: [EXTERNAL] RE: Compliance visit: Taylors Landing s/d, McLeansville, Guilford Co., SAW -2015-00989 (UNCLASSIFIED) Good Afternoon David and Sue, I hope all is well. I have attached a letter to address the concerns from the compliance inspection. Please confirm receipt and let me know if you need additional information. Sincerely, 12" D.I.50LID 5EGTION THROUGH JUNCTION BOX +128.23 30' RGP 4'-0" 132.52 \-- PROP. JUNCTION BOX M.H. RING $ COVER ARE Ohl' BAGK OF CENTER TO ENSURE FLANGE OR BRICK 00 NOT CONFLICT WITH GURB 6RAPHIG 56ALE 0 1' 2' Q 20 D.I. •5 1.60' in = 2' p a 132.52 PROP. 1NGTION BOX 4.5' AREA UNDER 12" 0.1.5TM.: 1.60' X 4.0' = 6.40 5F M.H. RIN6 $ COVER ARE 0.62' RIGHT OF CENTER i Ct Q d _. PROP. Y . TO _ - REPLACE 15" FE -5 14.1 L.F. _.. ~~ 4t _..... .. _ _ _. Sa EXI5TING POND 12" PjqA EN OCL rlr -• i HEAPKALL POW i F a IS L.F. 0.I.50LID N 5EGTION TO GO z THROUGH PROP. G.I. 134.1 L.F. 30" RGP 5TM. VICINITY MAP? Mor ro SGN.E] ; t�zy/ta N I : I. PROP05M STM. STRUCTURE TO BE A C0651P. 402 CURB INLET (ADD I'- q" TO INSIDE DEPTW, C06 STD. 420 TOP HTH 606 STD. 40 MANHOLE RINfi t COVER AL&W PER DETAIL. 2. WHEN CONSTRUCTING THE STRUCTURE OVER AN EXISTING PIPE LINE, SAW GUT AND REMOVE A SECTION OF PIPE EGIUAL To THE INSIDE DIAMETER OF THE STRUCTURE. POUR A NEW BOTTOM A5 SHOWN AIS C4MTRUGT THE NEW STRUCTURE. NEW STRUCTURE NOT TO HE BUILT ON TOP OF PIPE. PROFILE OF GROSS PIPE ® SILVERBROOK DR. 735 6RAPHIG 56ALE -PC ......................_...._...... Borum, Wade and Associates, P, A. 611EugeneCowl,Scare100, G—.b-,NC27401.4711 �'��ESS/Q ••;'� "4k SEAL 10771 rrr Nee,, PRD.BGT. Q 20 D.I. •5 1.60' p a 30" RGP 30" RGP ..,� Ci FLOW LINE 4.5' AREA UNDER 12" 0.1.5TM.: 1.60' X 4.0' = 6.40 5F M.H. RIN6 $ COVER ARE 0.62' RIGHT OF CENTER i Ct Q d _. PROP. Y . TO _ - REPLACE 15" FE -5 14.1 L.F. _.. ~~ 4t _..... .. _ _ _. Sa EXI5TING POND 12" PjqA EN OCL rlr -• i HEAPKALL POW i F a IS L.F. 0.I.50LID N 5EGTION TO GO z THROUGH PROP. G.I. 134.1 L.F. 30" RGP 5TM. VICINITY MAP? Mor ro SGN.E] ; t�zy/ta N I : I. PROP05M STM. STRUCTURE TO BE A C0651P. 402 CURB INLET (ADD I'- q" TO INSIDE DEPTW, C06 STD. 420 TOP HTH 606 STD. 40 MANHOLE RINfi t COVER AL&W PER DETAIL. 2. WHEN CONSTRUCTING THE STRUCTURE OVER AN EXISTING PIPE LINE, SAW GUT AND REMOVE A SECTION OF PIPE EGIUAL To THE INSIDE DIAMETER OF THE STRUCTURE. POUR A NEW BOTTOM A5 SHOWN AIS C4MTRUGT THE NEW STRUCTURE. NEW STRUCTURE NOT TO HE BUILT ON TOP OF PIPE. PROFILE OF GROSS PIPE ® SILVERBROOK DR. 735 6RAPHIG 56ALE -PC ......................_...._...... Borum, Wade and Associates, P, A. 611EugeneCowl,Scare100, G—.b-,NC27401.4711 �'��ESS/Q ••;'� "4k SEAL 10771 rrr Nee,, PRD.BGT. TAYLM LAWK LLG cio Lomm" PpDpem LLC PO BOX 474 396450.4008 WEXT. JON FORD PRW Or. DAM %K A 2M R&Il.laa. CROSS PIPE ADDITION FU Nd h104 4MTAADFL',-IJNM "Sww. ADD -2 Q Z p a Ci QL C O LU o W Vi „y V O J V _.t O Z � m O aC u- x w TAYLM LAWK LLG cio Lomm" PpDpem LLC PO BOX 474 396450.4008 WEXT. JON FORD PRW Or. DAM %K A 2M R&Il.laa. CROSS PIPE ADDITION FU Nd h104 4MTAADFL',-IJNM "Sww. ADD -2