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HomeMy WebLinkAbout20130223 Ver 1_U-2524D Proposed Upstream Corrective Action (Site #4)_20181214 (2) Carpenter,Kristi From:Moon, Chris D Sent:Friday, December 14, 2018 1:29 PM To:David.E.Bailey2@usace.army.mil Cc:Ingram, Jonathan P; Hayes, Meredith D; Martin Pettus; Thomson, Nicole J; Parker, Jerry A; Norton, April R; Cheely, Erin K Subject:Re: \[External\] RE: U-2524D Proposed Upstream Corrective Action (Site #4) Attachments:Site 4 Culvert 1.pdf; Site 4 Culvert 1.pdf; Site 4 Culvert 1.pdf; Site 4 Culvert 1.pdf; Site 4 Culvert 1.pdf; Site 4 Culvert 1.pdf; Site 4 Culvert 1.pdf; Site 4 Culvert 1.pdf; Site 4 Culvert 1.pdf; Site 4 Culvert 1.pdf David, This is the sketch I came up with for site #4. Grade controlled steps in the stream for your review.I added Erin to this email so she could see where we are in the process, Thanks Get Outlook for iOS From: Bailey, David E CIV USARMY CESAW (US) <david.e.bailey2@usace.army.mil> Sent: Thursday, December 6, 2018 11:15 AM To: Moon, Chris D Cc: Ingram, Jonathan P; Hayes, Meredith D; Martin Pettus; Thomson, Nicole J; Parker, Jerry A; Norton, April R Subject: \[External\] RE: U-2524D Proposed Upstream Corrective Action (Site #4) CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to Report Spam. Hi Chris, and thanks for the email. If rip rap on the banks (Detail 25) is necessary to prevent further bank erosion at Site 4 then the Corps would be willing to authorize it. However, 70 feet of additional impacts is too much to authorize via email. Instead we would require an official permit mod. Talk with Nikki Thompson as she has been through this process before. NCDOT’s written permit mod request should include both the step- down grade controls as discussed in my earlier email (10/30 ad 12/3/2018) as well as the proposed additional bank stabilization since it’s all part of the same issue. Please let me know if you have any questions. -Dave Bailey 1 --- 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 We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 Thank you for taking the time to visit this site and complete the survey. From: Moon, Chris D \[mailto:cdmoon@ncdot.gov\] Sent: Tuesday, December 4, 2018 10:28 AM To: Bailey, David E CIV USARMY CESAW (US) <David.E.Bailey2@usace.army.mil> Cc: Ingram, Jonathan P <pingram@ncdot.gov>; Hayes, Meredith D <mdhayes3@ncdot.gov>; Martin Pettus <mpettus@rkk.com>; Thomson, Nicole J <njthomson2@ncdot.gov>; Parker, Jerry A <jparker@ncdot.gov> Subject: \[Non-DoD Source\] Re: U-2524D Proposed Upstream Corrective Action (Site #4) My apologies all, I haven’t finished my coffee and I don’t get along with Outlook :) I clicked on the wrong email in the string and sent this to Jerry instead of David. David, Would we be able to place bank stabilization (detail 25) back to where the 4” sewer line is, to armor against further bank erosion when the stream floods above the normal high water mark. As you can see from the pictures, this stream has eaten the Class B rip rap from the key-in point (normal high water mark) to approximately the same height as the class 1 that was placed as per the upstream channel improvements. I measured this length before, it would be an additional 70 LF of upstream improvements. The original stream bed was 3’-4’ wide before the stream was turned into the culvert. It is currently 8’-10’ wide along the eroded bank section now. It may have something to do with the culvert having no baffles that there is more velocity in this area. There is also a lateral V ditch that ties into this stream and bucks the flow that has yet to be constructed. The contractor and I hope to one and done the work in this area as it will be very difficult to get back to after Flatiron closes up the sound wall. I will sketch up something this week on the rock drop structures as per your request. Please advise if the bank stabilization is approved to do also. Detail 25 attached Thanks 2 Close 100 Roadway Plans DETAIL 25 CULVERT CHANNEL IMPROVEMENTS (UPSTREAM) � Class 'I' Rip-Rap Natural Groun Geotextile Fabric D = Varies (To To p �S F,� ��r r❑ .� o� � y'��e� Channel8ed {Vorioblc► of Bank� Open In � Q �i`' ( Not to Scale) r Closs 'I' Rip-Rop Natural �ound Geotextile Fabric -L- 478 + 65 LT -L- 492 + 53 RT -RPDY8- 5 + 00 LT [�� � � q� � � ■ . � Get Outlook for iOS Get Outlook for iOS From: Moon, Chris D <cdmoon@ncdot.gov> Sent: Tuesday, December 4, 2018 9:39 AM To: Parker, Jerry A Cc: Ingram, Jonathan P; Hayes, Meredith D; Martin Pettus; Thomson, Nicole J Subject: Re: U-2524D Proposed Upstream Corrective Action (Site #4) David, Would we be able to place bank stabilization (detail 25) back to where the 4” sewer line is, to armor against further bank erosion when the stream floods above the normal high water mark. As you can see from the pictures, this stream has eaten the Class B rip rap from the key-in point (normal high water mark) to approximately the same height as the class 1 that was placed as per the upstream channel improvements. I measured this length before, it would be an additional 70 LF of upstream improvements. The original stream bed was 3’-4’ wide before the stream was turned into the culvert. It is currently 8’-10’ wide along the eroded bank section now. It may have something to do with the culvert having no baffles that there is more velocity in this area. There is also a lateral V ditch that ties into this stream and bucks the flow that has yet to be constructed. The contractor and I hope to one and done the work in this area as it will be very difficult to get back to after Flatiron closes up the sound wall. I will sketch up something this week on the rock drop structures as per your request. Please advise if the bank stabilization is approved to do also. Detail 25 attached 4 Thanks 5 Close 100 Roadway Plans DETAIL 25 CULVERT CHANNEL IMPROVEMENTS (UPSTREAM) � Class 'I' Rip-Rap Natural Groun Geotextile Fabric D = Varies (To To p �S F,� ��r r❑ .� o� � y'��e� Channel8ed {Vorioblc► of Bank� Open In � Q �i`' ( Not to Scale) r Closs 'I' Rip-Rop Natural �ound Geotextile Fabric -L- 478 + 65 LT -L- 492 + 53 RT -RPDY8- 5 + 00 LT [�� � � q� � � ■ . � Get Outlook for iOS From: Moon, Chris D <cdmoon@ncdot.gov> Sent: Friday, October 19, 2018 2:16 PM To: Parker, Jerry A Cc: Ingram, Jonathan P; Hayes, Meredith D; Martin Pettus Subject: U-2524D Proposed Upstream Corrective Action (Site #4) Jerry, As per our discussion in the field with regards to the head cutting/scouring that has been taking place on the upstream of Culvert #1 inlet (Site #4). I am proposing to use detail #14 from page #8 in the plans that was used for the JS of Site #3 & #3A, which is the same JS just 600’ upstream of culvert #1. I measured 70 LF beyond where we were already permitted to do the original upstream improvements for additional impacts to construct this detail. I have included pictures of detail #14, the class 1 lined stream for site 3 &3A, the head cutting/scouring at Culvert #1 and you will see where the scouring is currently resting up against a 4” lateral sewer clean out pipe, and roadway sheet #8 where detail 14 came from and was used. If there are any additional questions or comments please feel free to call or email me. 7 Thanks 8 Close 100 Roadway Plans Open In Q Q �i`' DETAIL 14 LATERAL BASE DITCH ( Not to Scale) 0 Natural Ground d� GEOTEXTILE *When B is < Type of Liner= 6.0' ❑� Class 'I' Rip-Rap Min. D = 2.0 Ft. Max. d = 2 .0 Ft. B = 4.0 Ft. b = 5.0 Ft. Fill Slope FROM -L- STA. 458 + 00 TO STA. 463 + 00 RT �� . . w _ �— 1 "/Ft. � � � Close 100 Roadway PIanS Open In � Q 155 �^; -:_.w , o� .o� o . / � �� . PGRSON3 ^- . � r . .. 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