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HomeMy WebLinkAbout20101017 Ver 1_Meeting Minutes_20110524 Draft Minutes for Second Permit Drawing Review Meeting U-ZSSOB Morganton- NC18 and I-40 Interchange � � A Permit Dra�ving Review Meeting was held on Wednesday,May 12,2010 in the Hydraulics Design conference roam at the NCDOT Century Center Complex in Raleigh to discuss changes since the previous 4C meeting on March 18,2009.' � Team Members: Andrew Nottingham-NCDOT Hydraulics, present David Baker: USACE, present Marella Buncick: USFWS,present Marla Chambers:NCWRC, present Btian Wrenn:NCDWQ, not present; comments via email Chris Militscher. EPA, present Mazk Staley: REU, present Gary Lovering: Roadway,present Roy Girolami: NCDOT Structures, present Carla Dagnino: NCDOT NEU,present Ricky Tipton: Division 13, not present Donnie Brew: FHWA, not present John Conforti: PDEA, not present Participants: Eli�abeth Lusk:NCDOT NEU Laura Sutton: NCDOT Structures LeiLani Paugh:NCDOT NEU Jamie Lancaster: NCDOT NEU Stephen Morgan,NCDOT Hydraulics The meeting began at 2:]0 p.m. NCDOT noted that a permit drawing review meeting was previously held on Mazch 18, 2009. Since that time, some changes have occutred that warranted the current meeting. The most significant change was the removal of the existing culvert under I-40 and replacing it with a bridge. NCDOT said this option was needed because the existing culvert is failing and would not support additional roadway fill. Also, the option was approximately one million dollars less expensive than removing and replacing the culvert with a culvert. This impact will affect Site 4. Addirionally, due to regulations by Duke Power Company,the ramp interchange under the power line had to be located away from the overhead power line easement. This affected the interchange design, which affected the stream impacts and stream relocation at Site 3. Permanent stream impacts at Site 3 increased from 776 feet to 865 feet. The amount of on-site stream mitigafion at Site 3 decreased from 702 feet to 535 feet. The permit drawings were then discussed site-by-site. Site 1 and 2 had no changes. Site 3 involves the relocation of an unnamed tributary to the East Prong of Hunting Creek. Prior to the meeting, NCDOT met with DWQ (see attached comments), and DWQ indicated that on-site mitigation would only be considered for the relocated stream having a fu1130' restored buffer. NCDOT said the rip rap shown in the stream was on the barilcs only and was needed where the sh�eam benches narrowed below 10' where the ramp was realigned from the previous design. NCDOT asked if the mitigation ratio would be 1:1. COE said the ratio for mitigation would be a I:1 ratio. (Note the previous 4C minutes show a I:I was agreed upon). NCWRC asked if the tail ditch from the pipe outlet approximately mid-way of the stream relocation could be aligned in a more down- stream angle. NCDOT said it could be, and would realign the tail ditch. COE asked about the limits of the rip rap. NCDOT explained that the rip rap was shown in the azea that will not be receiving mitigation credits. NCWRC asked if the steam design is the same. NCDOT said the design is the same,just slightly shifted to follow the new ramp alignment, and the floodplain bench had to be reduced through the armored secrion where the ramp is closest to the service road. NCWRC asked if the stream joins the culvert downstream. NCDOT said it does, and an overflow pipe will be added at a higher elevation than the stream grade to convey larger flood events directly into the new section . of the culvert under NC 18. COE asked what the length of the portion of the stream relocation that did not have 30 ft buffers was at Site 3. NCDOT noted this length was approximately 265 ft. Site 4 involves the removal of the existing box culvert under I-40 and replacing it with a single span bridge. NCDOT said the culvert and roadway fill will be removed after the � bridge is constructed. DWQ had asked that the amount of rip rap at the site be reduced (see attached comments). NCDOT said the rip rap was needed for stabilization, and would look for opportunities to reduce the amount. NCDOT Geotechnical Unit will need to provide comments conceming stability of the slope. USFWS asked if deck drains would be located on the bridge. NCDOT said there would not be deck drains, and the deck drainage would be piped away from the stream as faz as possible. NCDOT will pipe the storm drain inlet on I-40 east of the bridge to the�ext inlet east and will investigate adding rock check dams to the ditch that this system drains to prior to it entering the creek. Site 5 had no changes. ' The change at Site 6 was the addition of bank stabilization as requested by the group at the previous pemut drawing review meeting. The change at Site 7 was the addition of bank stabilization as requested by the group at the previous permit drawing review meeting. Other discussion: The group discussed possible mitigation credit for removal of the culvert and day lighting the stream at site 4. EPA said some incentive should be considered, otherwise there is no perceived benefit of bridging. NCDOT proposed using the culvert removal as well as 1 i � planting the remaining portion of the stream relocation without 30 ft buffers at site 3 to offset mitigation for all the stream impacts at site 3. The group was in agrecment that offsetting mitigation is reasonable. NCWRC asked if vegetation could be esiablished along the reestablished stream under I-40. NCDOT said where it was possible, the floodplain bench would be re-planted with appropriate vegetation. NCDOT noted that the rip rap benches shown in the lower portion of the stream were lower than the existing bank-full depth and aze expected to silt over and reestablish vegetation in time. The group had no further comments or discussion. The meeting was adjoumed at 3:00 pm Attachments SRM Page 1 of 1 Nottingham, Andrew T . From: Wrenn, Brian ` ` ` Sent: Tuesday, May 11, 2010 11:08 AM To: Nottingham, Andrew T Cc: Hemphill, Jeffrey L Subject: U-2550B Thanks for meeting with me before the hydro meetirtg to get my comments. I've summarized them below. If you fiave any questions on these, piease let me know. Thanks. Bria n a Site 4—A construction sequence needs to be developed for the removal of the box cuivert. This should include dewatering and stabilization techniques. May need to investigate upstream grade control (cross vane) to prevent headcutting in new channel. Tryto minimize use of rip rep under bridge. I understand that you wantthe area to be stable, but if there are other ways to stabilize without excessive use of rip rap,they should be used. Try to eliminate the direct discharges of stormwater on upstream side of bridge. Investigate potential of vegetative conveyances in this area. • Site 3—I'm ok with the new ramp designs. However, DWQ can only provide mitigation credit for stream reaches with 30'buffers on both sides of stream channel. Meeting minutes shouid detail the changes in impacts and in onsite mitigation totals and the reason forthe changes. Brian Wrenn Transportation Permitting Unit, NCDWQ 2321 Crabtree Bvd., Ste 250 Raleigh, NC 27604 919-733-5715 (phone) 919-733-6893 (fax) PLEASE NOTE THAT MY EMAIL ADDRESS HAS CHANGED brian.wrenn @ ncden r.gov E-mail correspondence to and from this address may be subject to the North Carolina Pubiic Records Law and may be disclosed to third parties. 5/11/2010 U-2550B Hydraulic Design/Permit Drawing review Meeting Page 1 of 1 U-2550B Hydraulic Design/Permit Drawing review Meeting . Nottingham, Andrew T Sent: Thursday,April 29, 2010 2:01 PM To: Wrenn, Brian; Militscher,Chris[militrcher.chris@epa.gov]; David Baker[david.k.baker@usace.army.mil]; Donnie Brew � [Donnie.Brew@fhwa.dot.gov]; Marella Buncick[marella_buncick@fws.gov]; Chambers, Marla J; Staley, Mark K; Lovering, Gary R; Girolami,Roy M;Conforti,)ohn G; Dagnino,Carla S;Tipton, Ricky A; Paugh, Leilani Y Attachmentr: Updated 4c meeting plans O�i.pdf(2 MB) Please find attached pdf copies of the plans for the upcoming meeting for the U- 2550B Hydraulic Design/Permit Drawing review Meeting to be held on hlay 12, 2010 at 2:00 pm in the NCDOT Hydraulics Conf room. Hard copies of the plans will be sent out today. The meeting is to discuss design changes which ,have occurred since the 4C � meeting that was held on 3/18/2009. The design changes are as follows: The existinq 3@ 10 ' x 11 ' RCBC under I-40 (site 4) will have to be removed due to the extra fill being placed on the culvert and the condition of the existing - culvert. Due to the large amount of fill in this area a cost analysis was done which compared the cost of replacing the culvert with a new culvert and with ' replacing it with a bridge. It was determined that replacing the culvert with a bridge would save about $1,200, 000. This is mainly due to the extensive amount of . temporary shoring that would be required to replace� the culvert with a culvert. We are therefore proposing to replace the culvert with a single span bridge 172 ' long. The channel under the bridge will be stabilized with rip rap on the banks and not in the stream bed. We are not proposing natural stream design for the ne�v stream� ' channel where the old culvert was located. The stream impacts did not change for this site. Due to a conflict with the Duke Energy power lines that run through the interchange on this project the alignment of Ramp A and B will have to be moved to keep their intersections with NC 18 out of the Duke Energy Right of way. This will result in the alignment of Ramp A impacting more of the stream at site 3 where the stream relocation is proposed. This change has not been finalized but will result in approximately 144 more feet of stream impact. It will also reduce the amount of natural stream design for this site from 702� feet to about 535 feet. This �is due to the alignment being shifted north which will prevent us from maintaining a 30' buffer for that part of .the stream relocation. We will also have to use rip rap on the stream banks and along the toe of the fill slope through the portion of stream that does not have the 30' buffer. Please advise if you need anything else or .have questions. Thanks, Andrew Andrew Nottingham Hydraulics Project Engineer NCDOT Hydraulics Unit Phone: 919-250-4100 Fax: 919-250-4108 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. � https://mail.nc.gov/owa/?ae=ltem&t=IPM.Note&id=RgAAAADMSzLcd9W 2TJHI4%2b... 10/14/2011 �. i i, I '�Mer�uiie ee�mmea tro'meoennara.uqswzsme_nr�.orm.... rsna�n ' ' - ` OzcarS <�NTI<�$$6� �j � � I C011iTRACT: TIP ;PROJECT: U-2550B � � , � � � ,.. 's t�1T^��,�� `z ¢ . �w� �,� ��y;� �� . � r u a T' " ::� °`��w �^I�ti ♦ "" : i.t n � u � r �� d �.�:g� V `�"' ,� .� . � � _ °� � y �� �,� �����u � , 3'�� "�d` � � i � �� � � e o B � ax �.7 t � x 1`5:�t - �� �� Q : e `� � �':r : � � � $ rt.; 4� : a �,��� �'��k y's: ��� � _ � . E dr�*',�,� .;3�� �'2'"�`_,. `. ' � . _ ' : .. " j �o - � o f� ,�.� s ° I o I ti f �/�'r'a `f Y � " � g Sb �$ �i�i ` �5���;��i�� � � � �< � o � o� o„ � z: G�'d,,,.ss e � �o ` � � n o n x . � 7f'# =�5 . 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