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HomeMy WebLinkAbout20031048 Ver 1_Other Documents_20050610TO: FILE FROM: Jonathan Henderson DATE: June 10, 2005 SUBJECT: R-2404A Design-Build, 4B Meeting 1 MEMORAA[D UM Raleigh, North Carolina Project Name: R-2404A On May 19, 2005, following the steps of the "Merger 01" process, the 4B concurrence meeting was held in the Highway Building boardroom. In attendance at the meeting were: Christina Breen Nikki Thomson Gary Jordan Travis Wilson Cathy Brittingham Chris Militscher , NCDWQ NCDWQ USFWS - Raleigh NCWRC NCDCM USEPA - Raleigh Bill Biddlecome USACE - Washington NC Steve DeWitt NCDOT Construction Teresa Bruton NCDOT Design Build Khaled Al-Akhdar NCDOT Design Build Shannon Lasater NCDOT Design Build Rodger Rochelle NCDOT Project Services Stacy Baldwin NCDOT PDEA Roy Shelton NCDOT PDEA James Speer NCDOT Roadway Design Paul Ervin NCDOT Structures Design Marshall Clawson NCDOT - Hydraulics Unit Anne Gamber NCDOT - Hydraulics Unit Scott Emory NCDOT Div. 1 Construction Bob Capehart NCDOT Div. 1 Clay Willis NCDOT Div. 1 Chris Rivenbark NCDOT ONE Randall Gattis Sanford Contractors, Inc. Allen Barnhill Barnhill Contracting Co. Jimmy Spivey Barnhill Contracting Co. Jeff Guill Barnhill Contracting Co. Greg Kempf HDR Jonathan Henderson HDR Phil May HDR James Rice HDR John Jamison HDR Memo to File June 10, 2005 Page 2 Rodger Rochelle began the meeting by starting introductions and reviewing a brief history of the project and its prior concurrence points. He noted that all commitments from the 4A concurrence meeting have been carried through to the current design by the design-build team. Jonathan Henderson then began a detailed discussion of the plans as described by sheet below. Comments not related to a specific station or site, or applying to all sites, are included as general comments below. Italics refer to the response given or action needed to resolve the comment. Underlines refer to comments received from the distribution of the draft minutes. The results of the June 15, 2005 DWQ-Stormwater field review of the project are also included and underlined. General Comments: • Nikki Thomson asked that all sites where minor impacts were occurring be evaluated to see if the design could be changed to avoid those impacts. The current plan set is a worst case and HDR is currently working to minimize impacts at these sites. The unavoidable impacts will be presented at the 4C meeting. • Cathy Brittingham stated that permit review would take at least 80 to 100 days, and that they have up to 150 days for review if needed. A DCM pre-application field visit should be conducted prior to 4C so that any issues generated by that review can be discussed in the 4C meeting. Noted - NCDOT ONE will be contacting DCM to set up afield visit. • Cathy Brittingham asked if utility impacts have been determined at this point. The Design-Build process for this project includes utility relocation and ROW acquisition. The utilities will be located within the proposed ROW. Actual impacts will be determined prior to 4C and presented in the 4C package. Utility impacts will be included in the permit. • Cathy Brittingham asked if the mitigation request in the letter to EEP will be enough to cover the wetland impacts for the project. Chris Rivenbark stated that the mitigation request for 130 acres has already been accepted and the acreage was based on the highest probable amount of impacts within the ROW Phil May stated that the impacts will be below the requested mitigation and these impacts will be presented in the 4C meeting. Sheet 5: • Two service roads are required to provide adequate and safe access to the adjacent homes and businesses, while avoiding multiple driveway access along, the main line. There will be no impacts associated with these roads, since -SR2- will end prior to the wetland at Site 1. Sheet 6: • DWQ asked that the impacts from the pre-formed scour hole be kept out of the wetlands if possible, including temporary impacts. HDR will evaluate this during tile reillailling design phase and attempt to eliminate impacts. R2404A_4BA1tgA1inwes_06 16 051-1 Memo to File June 10, 2005 Page 3 • It was noted that the proposed cul-de-sac has been shifted to Parcel 14 and that) access will be provided to Parcel 16 via the mainline. Sheet 7: Site 1. • Jonathan mentioned that due to existing culvert conditions, the culvert extension would not be buried 1 foot per current guidelines. This was proposed due to the potential tfor a buried culvert to head cut upstream at this site, since the current culvert is not buried and the stream bed material would likely wash downstream. There was much discussion regarding the effects of not embedding the culvert extension. Travis Wilson had no major concern about this issue since the stream channel and culvert are relatively flat`and the water is ponded. There was general agreement for this exception. No action required - culvert design is adequate. • Nikki Thomson stated that the two ponds should not be filled strictly due to landowti er request but only the amount needed for the roadway construction. This will be taken nvo consideration during the design and impacts will be minimized at this location a) ) id presented in the 4C meeting. Due to the draining of the ponds, the pennit applicatioli will still include a total loss of the surface water in the ponds. • Nikki Thomson stated that pre-formed scour hole impacts should be minimized to the greatest extent possible at this location. The preformed scour hole will be located outside the jurisdictional areas. ,• Nikki Thomson asked if the stream and tributary channels northeast of the road are ali, perennial. Stream D, the small tributary starting at the existing roadway, was called out, as perennial in the NRTR for the project. However, the channel seems to be a? stormwater ditch or at most an intennittent stream. USACE representatives will be ; shown this site during field verification of the borrow area delineations and any changes will be included in the 4C plans. Sheet 3: No comments. Sheet 9: Nikki Thomson asked if the flow line shown below the pipe outlet at Station 70+00 was a jurisdictional stream. This was a surveyed flow line but the channel is not jurisdictional according to the NRTR mapping and current field conditions. Sheet 10: Site 2 Cathy Brittingham asked if the riprap is shown within the stream channel. The riprap symbols are sized for the approximate aniount of riprap required for the pipe size. All plan sheets with riprap at a jurisdictional stream have a note that states no riprap shall be placed in the stream bed. It was noted that potentially only the stream will be impacted at Site 2, every effort will be made to avoid the wetlands. R2404A_4BA1tgA1inutes_06 16 051-1 Memo to File June 10, 2005 Page 4 Sheet 11: No comments. Sheet 12: No comments. Sheet 13: Sites 3 and 4 Chris Militscher inquired as to which streams in the NRTR labeling were impacted by the interchange with Y4 at Site 4. Portions of streams H, I, J, and K in the NRTR are located within the interchange areas. Impacts will primarily be to streams H, I, and J. Stream H seems to be a drainage patient within a wetland, and may be checked by USACE during their site visit. Upon discussion, it was determined that the wetlands within the Y4 interchange would be a total take. It was also noted that the stream impacts between culverts would be considered a total take due to the difficulty establishing vegetation in these areas. This will be reflected in the 4C plans and pennit application. If possible, the Ramp A fill slopes will be pulled in to minimize wetland impacts. Sheets 14-16: Sites 6 & 7 • Bill Biddlecome wanted clarification if the borrow pit shown on the plans was jurisdictional. The borrow pit has a dry overflow connection (non jurisdictional channel) to the adjacent swamp, but was shown in the NRTR mapping as a pond. This will be field verified by USACE representatives. It has a current borrow permit from NCDLR. • The bridge is proposed to be built using top-down construction and driven piles. • A discussion occurred regarding the proposed stormwater collection system at the bridge, and the following statements were made: o Marshall Clawson stated that collection systems could not be placed on cored slab bridges. Randall Gattis said that a collection system had not been built in North Carolina on a cored slab bridge, but that it could be built. o Marshall stated that this would need approval by David Henderson and Greg Perfetti. If a closed system is used, designs will be submitted to the Structures and Hydraulics Units for approval. o Travis Wilson stated that direct discharge was not allowed into the surface waters. Direct discharge into wetlands is proposed as an alternative to a collection system and its maintenance issues. If this is approved, the deck drains will be moved to the middle of the bridge and outlet into the forested wetlands beyond the Cashie River CAMA buffers. o Cathy Brittingham and Nikki Thomson, along with other agencies, agreed that DWQ Stormwater personnel input on the deck drain issue would be critical to the decision about direct discharge versus collection system. IIDR will submit plans to DWQ Storniwater personnel and meet with them to determine the best approach. This will be included in the 4C plan set. R2404A_4BMtgA1inutes_06 16 051-1 Memo to File June 10, 2005 Page 5 o NCDOT Hydraulics Unit recommended deck drains, on the Cashie River structures, over wetlands be provided for the alternative submitted to DWQ Stormwater personnel. It was recommended that the deck drains be moved at least 100 feet away from the surface waters and extended towards the end of{the bridge (away from the river) and that the spacing be reduced to six feet in order to minimize the discharge from the individual drains. This alternative tivill be provided with four inch drains through the cored slab. • Cathy Brittingham stated that the impacts from shading of the bridge will be requiredl,in the permit application. These impacts will not require mitigation but should be included as "shading effects". This information will be included ill the pennit application. • The construction moratorium conditions were reviewed and discussed. o The moratorium is in effect from February 15 to September 30 o Clarification on the condition that work may occur in non-inundated wetlands as long as erosion control measures are in place. Specifically, the apparent contradiction that measures are required prior to working in non-inundated wetlands, but measures cannot be placed in wetlands. This item will be readdressed during 4C. Sheets 16-18: No comments. Sheet 19: • Cathy Brittingham asked if the equalizer pipes were buried 1 foot. Discussion ensued regarding the need for the pipes to be buried and the adequacy of hydrologic connections. It was agreed that the equalizer pipes, spaced 500' apart, were adequate for the site hydrology, which is primarily tree fans wetlands with little standing or flowing water. • Nikki Thomson and Bill Biddlecome inquired as to the reason the pipes need to be buried since there is no significant flow through them. Gary Jordan stated that small amphibians etc would be more likely to use the pipes if they were buried. • Chris Militscher asked where the wetland boundary was on the south side of the roadway. The wetland boundary is not shown because the wetlands extend beyond the ROIL and study corridor. Sheets 20-22: Site 10 Cathy Brittingham asked for explanation of the silt ditch being retained on the plans. This was done at the request of the Division to ensure that offsite runoff is moved away from the toe of roadway fill. Chris Militscher asked if the silt ditch would have a drainage effect on the wetlands. The ditches will only be retained in upland areas and will not affect wetlands since they are only 1 ' deep. R2404A_4BA1tg61inutes_06 16 051-1 y Y. i Memo to File June 10, 2005 Page 6 Sheet 23: Site 11 • Nikki Thomson asked how deep the 36" pipe will be buried in the stream at Site 11. The pipe is shown as buried 1'. This will be reevaluated prior 4C. It was noted that the stream is not a USGS blueline stream and was noted as an unimportant intennittent stream in the NRTR. Sheets 24: No comments. Sheets 25: It was noted that the proposed ditch is merely a realignment of an existing ditch. Sheets 26: No comments. Sheet 27: Site 14 • Travis Wilson asked why the equalizer pipe is split. The pipe is split to provide relief ill the gore area of the Y6 interchange. Sheet 28: Site 14 • Chris Militscher stated that the equalizer pipe in quadrant C is not needed since the site would be a total take in this area. The equalizer pipe will be retained to provide hydraulic relief at this area. The total take will be included in the 4C plans and the permit application. • Chris Militscher stated that the wetlands internal to the interchange in quadrants C and D would be total takes due to their small size and lack of function when the roadway is constructed. There was general concurrence on this point. This will be included in the 4C plans and pennit application. • It was noted that the loop was removed from quadrant B to minimize wetland impacts. • The following points were discussed regarding quadrant A. o Chris Militscher suggested that the wetlands internal in quadrant A may not be considered a total take since they are relatively large and may continue to provide water quality functions after the construction is complete. o Bill Biddlecome stated that historically these areas internal to interchanges have been considered a total take. o Clay Willis suggested that since the wetland is supplied primarily by rainfall and groundwater, the hydrology would be maintained. o Gary Jordan asked that if this area is not a total take, that the permit should clearly state that the wetland is not supplied by overbank flow. o Phil May stated that if the area does not need to be cleared for construction, orange fencing will be placed around it to protect the remaining wetlands beyond the mechanized clearing zone. o Jim Speer suggested that sight distance issues might require clearing within this area. R2404A_4BMtgAlinutes_0616 051-1 Memo to File June 10, 2005 Page 7 o The consideration of quadrant A wetlands as a total take will befit rther discussed in 4C once the actual impacts, including clearing, have been detennined. Sheets 29-36: No comments. Sheet 37: Site 17 Bill Biddlecome asked if the wetland at Site 17 is isolated. The wetland boundary belotiv the road is the edge of the study corridor. The wetland continues off the corridor and is not considered isolated. Sheets 38-52: No comments. Detour Sheets: o At Y5the bridge is on the critical path for construction. Therefore, the approach fills will need to be constructed early in the project. Traffic will be shifted to the northeast on Greens Cross Road to avoid the approach fills. This will create additional impacts associated with the temporary detour. A portion of the detour will remain to provide access to existing Rock Line Road. o At Y6, Wakelon Road will be replaced on its existing alignment with a bridge over the mainline. To facilitate this construction, traffic will be shifted to the east into Quadrants A and D. This avoids any temporary impacts to wetlands in Quadrant B and complies with the intent of the 4A commitments to avoid impacts in this area. Temporary impacts will only occur in Quadrant A, but this area will be graded and reve?getated. Several other issues were brought up during the meeting for consideration and further discussion in the 4C meeting. These comments are not related to the 4B concurrence but were raised due to the accelerated schedule of the design-build project in order to get feed back on the issues prior to 4C. These included: The anticipated permit application date is September 2005. Based on the 100-day agency review period described in the Final RFP for the project, construction is anticipated to begin in January 2006. Special sediment control fence within wetlands requiring a separate designation within the mechanized clearing areas. Hand clearing methods under the bridge, and more specifically whether the trunks should be dragged out, burned, left in place or hauled off the bridge. There was much discussion about the best method for removing the tree trunks summarized as follows: o Dragging trees out would not be allowed due to the length of the bridge. o Burning will require impacts related to accessing and stockpiling of the trees as well as permitting from the NC Division of Air Quality. o Leaving them in place would potentially create drift and damming issues. R2404A_4BARgAfinwes_0616 051-1 Memo to File June 10, 2005 Page 8 o Hauling trees up to the bridge may impede construction of the bridge and could damage the structure. o This will be fitrther evaluated prior to 4C and readdressed at that meeting. Rodger Rochelle ended the meeting by asking for and receiving concurrence that the project can move on to the 4C meeting, which is scheduled for August 17, 2005. Meeting adjourned. June 15, 2005 DWO-Stormwater Field Review Meeting: The following is a summary of the meeting held at the site with Bill Moore, NCDENR Washington Regional Office: • Upon initial review, direct discharge of the deck drains into the forested wetland areas east of the Cashie River seemed acceptable. Approval for this approach will be dependent on the review of the State Stormwater Permit Application. This approach is based on the fact that the waters are Class C and the deck drains are shifted away from the Cashie River. This will be the proposed method for stornnvater management at the bridge and will be incorporated into the State Stormwater Application and the 4C plan .set. • Preformed scour hole locations should be reviewed by the NCDOT Division maintenance engineer. Any structures in locations that may not be accessible for maintenance should be reevaluated. Those located adjacent or near surface waters should be retained. This will be done prior to submission of the State Stormwater Permit Application. • The DB Team should investigate the use of a soil berm at the toe of slope to act as a level spreader in areas that are appropriate. Currently, the slopes are designed to allow sheet flow as much as possible and a bean would potentially concentrate this flow if it became clogged with debris. • Soils information should be included with the State Stormwater Application for the detention basins. Site specific soils information will be included. • Operation and maintenance agreements from NCDOT will be required for the detention basins. This will be included with the pennit application. • The preformed scour holes at the bridge should be shifted to the center of the relatively flat ground between the borrow pit and the Cashie River floodplain. This will allow for the maximum amount of sheet flow and treatment prior to entering the surface water system. The prefonned scour hole on the south side of the roadway will remain in place (centered as requested). The north side one will be shifted sli,glttly to comply with this request. The preceding minutes are the interpretation of the writers and are assumed to be true. Any errors should be directed to the writers as soon as practical. cc: Meeting attendees File R2404A_46MtgMinutes_0616 051-1 f 2 0 - ?_?j? j f- - t??. 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X t? l`.? -' ?j ? i? ?? j? _ ?,????I it rV e,,. STN's STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICIIAEL F. EASLEY GOVERNOR AGENDA Hydraulics Meeting Thursday, May 19, 2005 Board Room, Transportation Building; Raleigh, North Carolina 27610 LYNDo TIPPI SECRETARY 9:00 a.m.- 12:00p.m. - Rodger Rochelle - NCDOT - Design Build TIP - R-2404 US 17 (Windsor Bypass) from US 13/17 to East of SR-1503 (Davis Road), Bertie County, Division 1. Team Members: ° Rodger Rochelle - DOT - Design-Build Shannon Lasater - DOT - Design-Build Bill Biddlecome - USACE Gary Jordan- USFWS Travis Wilson- NCWRC Nikki Thomson- NCDWQ Chris Militscher- EPA Ron Sechler- NMFS o Marshall Clawson - Hydro o Jim Speer - Roadway 0 Chris Rivenbark- ONE 4 Stacy Baldwin- DOT - PDEA Bob Capehart- Division 1 6 Cathy Brittingham - DCM Lynn Mathis - DCM Sara Winslow - DMF Mary Pope Furr - DOT - OHE * The puf pose of this meeting is to achieve Concurrence Point 4B, Hydraulic Design Review. MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET 1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC RALEIGH NC 27699-1548 AGENDA Concurrence Meeting Thursday, May 19, 2005 Board Room, Transportation Building Raleigh, North Carolina 27610 1:00p.m. - 2:30pm - Beth Smyre - NCDOT - PDEA R-2583 - Widening of US 158 from the Murfreesboro Bypass to US 13 West of Winton, Hertford County. Division 1. Team Members: o Beth Smyre = DOT - PDEA o Bill Biddlecome - USACE a Nikki Thomson - DWQ o Cathy Brittingham - DCM o Travis Wilson - WRC Gary Jordan - USFWS Chris Militscher - USEPA Ron Sechler - NMFS Sara Winslow - DMF o Sarah McBride - SHPO Ann Whitley - RPO (non-signatory) NCDOT Technical Support Staff & other agency staff: Lynn Mathis - DCM o Ron Lucas - FHWA (non-signatory) Kerry Vallant - Transportation Planning Branch Michael Turchy - DOT - ONE Steve Gurganus - DOT - OHE Vanessa Patrick - DOT - OHE - Historical Architect Anthony Roper - Division 1 Glenn Mumford - Roadway Design Jeffrey Teague - Roadway Design o Jay Twisdale - Hydraulics Njoroge Wainaina - Geotechnical John Frye - Strucure Design Rob Hanson - PDEA Charles Cox - PDEA * The purpose of the meeting is to achieve Concurrence Point 2, Design Alternatives for Detailed Study. 1,;i TO: FILE FROM: Jonathan Henderson DATE: May 19, 2005 SUBJECT: R-2404A Design-Build, 4B Meeting Project Name: R-2404A n? l'L0Lf MEMORANDUM Raleigh, North Carolina On May 19, 2005, following the steps of the "Merger 01" process, the 413 concurrence meeting was held in the Highway Building boardroom. In attendance at the meeting were: Christina Breen NCDWQ Nikki Thomson NCDWQ Gary Jordan USFWS - Raleigh Travis Wilson NCWRC Cathy Brittingham NCDCM Chris Militscher USEPA - Raleigh Bill Biddlecome USACE - Washington NC Steve DeWitt NCDOT Construction Teresa Bruton NCDOT Design Build Khaled Al-Akhdar NCDOT Design Build Shannon Lasater NCDOT Design Build Rodger Rochelle NCDOT Project Services Stacy Baldwin NCDOT PDEA Roy Shelton NCDOT PDEA James Speer NCDOT Roadway Design Paul Ervin NCDOT Structures Design Marshall Clawson NCDOT - Hydraulics Unit Anne Gamber NCDOT - Hydraulics Unit Scott Emory NCDOT Div. 1 Construction Bob Capehart NCDOT Div. 1 Clay Willis NCDOT Div. 1 Chris Rivenbark NCDOT ONE Randall Gattis Sanford Contractors, Inc. Allen Barnhill Barnhill Contracting Co. Jimmy Spivey Barnhill Contracting Co. Jeff Guill Barnhill Contracting Co. Greg Kempf HDR Jonathan Henderson HDR Phil May HDR James Rice HDR John Jamison HDR Memo to File May 19, 2005 Page 2 Rodger Rochelle began the meeting by starting introductions and reviewing a brief history of the project and its prior concurrence points. He noted that all commitments from the 4A concurrence meeting have been carried through to the current design by the design-build team. Jonathan Henderson then began a detailed discussion of the plans as described by sheet below. Comments not related to a specific station or site, or applying to all sites, are included as general comments below. Italics refer to the response given or action needed to resolve the comment. General Comments: • Nikki Thomson asked that all sites where minor impacts were occurring be evaluated to see if the design could be changed to avoid those impacts. The current plan set is a worst case and HDR is currently working to minimize inipacts at these sites. The unavoidable impacts will be presented at the 4C meeting. • Cathy Brittingham stated that permit review would take at least 80 to 100 days, and that they have up to 150 days for review if needed. A DCM pre-application field visit should be conducted prior to 4C so that any issues generated by that review can be discussed in the 4C meeting. Noted - NCDOT ONE will be contacting DCM to set up afield visit. • Cathy Brittingham asked if utility impacts have been determined at this point. The Design-Build process for this project includes utility relocation and ROW acquisition. The utilities will be located within the proposed ROW. Actual impacts will be detennined prior to 4C and presented in the 4C package. Utility impacts will be included in the pennit. • Cathy Brittingham asked if the mitigation request in the letter to EEP will be enough to cover the wetland impacts for the project. Chris Rivenbark stated that the mitigation request for 130 acres has already been accepted and the acreage was based on the highest probable amount of impacts within the ROW. Phil May stated that the impacts will be below the requested mitigation and these impacts will be presented in the 4C meeting. Sheet 6: • DWQ asked that the impacts from the pre-formed scour hole be kept out of the wetlands if possible, including temporary impacts. HDR will evaluate this during the remaining design phase and attempt to eliminate impacts. • It was noted that the proposed cul-de-sac has been shifted to Parcel 14 and that access will be provided to Parcel 16 via the mainline. Sheet 7: Site 1. • Jonathan mentioned that due to existing culvert conditions, the culvert extension would not be buried 1 foot per current guidelines. This was proposed due to the potential for a buried culvert to head cut upstream at this site, since the current culvert is not buried and the stream bed material would likely wash downstream. There was much discussion regarding the effects of not embedding the culvert extension. Travis Wilson had no R2404A_4BAltgMinutes_05 19 053.doc Memo to File May 19, 2005 Page 3 major concern about this issue since the stream channel and culvert are relatively flat and the water is ponded. There was general agreement for this exception. No action required - culvert design is adequate. • Nikki Thomson stated that the two ponds should not be filled strictly due to landowner request but only the amount needed for the roadway construction. This will be takeln into consideration during the design and impacts will be minimized at this location and presented in the 4C meeting. Due to the draining of the ponds, the permit application will still include a total loss of the surface water in the ponds. • Nikki Thomson stated that pre-formed scour hole impacts should be minimized to the greatest extent possible at this location. The prefonned scour hole will be located outside the jurisdictional areas. • Nikki Thomson asked if the stream and tributary channels northeast of the road are all perennial. Stream D, the small tributary starting at the existing roadway, was called out as perennial in the NRTR for the project. However, the channel seems to be a stornntivater ditch or at nnost an intennittent stream. USACE representatives will be shown this site daring field verification of the borrow area delineations and any changes will be included in the 4C plans. Sheet 8: No comments. Sheet 9: • Nikki Thomson asked if the flow line shown below the pipe outlet at Station 70+00 was a jurisdictional stream. This was a surveyed flow line but the channel is not jurisdictional according to the NRTR mapping and current field conditions. Sheet 10: Site 2 Cathy Brittingham asked if the riprap is shown within the stream channel. Tine riprap symbols are sized for the approximate annount of riprap required for tine pipe size. All plan sheets with riprap at a jurisdictional stream have a note that states no riprap shall be placed in the stream bed. It was noted that potentially only the stream will be impacted at Site 2, every effort will be made to avoid the wetlands. Sheet 11: No comments. Sheet 12: No comments. Sheet 13: Sites 3 and 4 • Chris Militscher inquired as to which streams in the NRTR labeling were impacted by the interchange with Y4 at Site 4. Portions of streams H, I, J, and K in the NRTR are located within the interchange areas. Impacts will prinnarily be to streams H, I, and J. Stream H R2404A_4BAltgblinutes_05 19 053.doc Memo to File May 19, 2005 Page 4 seems to be a drainage pattern within a wetland, and may be checked by USACE dun their site visit. • Upon discussion, it was determined that the wetlands within the Y4 interchange woulc a total take. It was also noted that the stream impacts between culverts would considered a total take due to the difficulty establishing vegetation in these areas. i will be reflected in the 4C plans and pennit application. • If possible, the Ramp A fill slopes will be pulled in to minimize wetland impacts. Sheets 14-16: Sites 6 & 7 • Bill Biddlecome wanted clarification if the borrow pit shown on the plans jurisdictional. The borrow pit has a dry overflow connection (non jurisdictional than, to the adjacent swamp, but was shown in the NRTR snapping as a pond. This will bej verified by USACE representatives. It has a current borrow permit from NCDLR. • A discussion occurred regarding the proposed stormwater collection system at the brit and the following statements were made: o Marshall Clawson stated that collection systems could not be placed on cored bridges. Randall Gattis said that a collection system had not been built in Ni Carolina on a cored slab bridge, but that it could be built. o Marshall stated that this would need approval by David Henderson and C Perfetti. If a closed system is used, designs will be submitted to the Structures Hydraulics Units for approval. o Travis Wilson stated that direct discharge was not allowed into the surface wat Direct discharge into wetlands is proposed as an altenative to a collet system and its maintenance issues. If this is approved, the deck drains wil moved to the middle of the bridge and outlet into the forested wetlands beyond Cashie River CAMA buffers. o Cathy Brittingham and Nikki Thomson, along with other agencies, agreed DWQ Stormwater personnel input on the deck drain issue would be critical to decision about direct discharge versus collection system. HDR will submit p to DWQ Stornnvater personnel and meet with them to deternine the approach. This will be included in the 4C plan set. o NCDOT Hydraulics Unit recommended deck drains, on the Cashie R structures, over wetlands be provided for the alternative submitted to D, Stormwater personnel. It was recommended that the deck drains be move least 100 feet away from the surface waters and extended towards the end of bridge (away from the river) and that the spacing be reduced to six feet in ordf minimize the discharge from the individual drains. This altennative wily provided with four inch drains through the cored slab. • Cathy Brittingham stated that the impacts from shading of the bridge will be require the permit application. These impacts will not require mitigation but should be inc1L as "shading effects". This information will be included in the pennit application. R2404A_4BA1tgA1inutes_05 19 053.doc Memo to File May 19, 2005 Page 5 • The construction moratorium conditions were reviewed and discussed. o Clarification on the condition that work may occur in non-inundated wetlands as long as erosion control measures are in place. Specifically, the apparent contradiction that measures are required prior to working in non-inundated wetlands, but measures cannot be placed in wetlands. This item will be readdressed during 4C. Sheets 16-18: No comments. Sheet 19: • Cathy Brittingham asked if the equalizer pipes were buried 1 foot. Discussion ensued regarding the need for the pipes to be buried and the adequacy of hydrologic connections. It was agreed that the equalizer pipes, spaced 500' apart, were adequate for the site hydrology, which is primarily tree faun wetlands with little standing or flowing water. • Nikki Thomson and Bill Biddlecome inquired as to the reason the pipes need to be buried since there is no significant flow through them. Gary Jordan stated that small amphibians etc would be more likely to use the pipes if they were buried. • Chris Militscher asked where the wetland boundary was on the south side of the roadway. The wetland boundary is not shown because the wetlands extend beyond the ROW and study corridor. Sheets 20-22: Site 10 • Cathy Brittingham asked for explanation of the silt ditch being retained on the plans. This was done at the request of the Division to ensure that offsite nuioff is moved away from the toe of roadway fill. • Chris Militscher asked if the silt ditch would have a drainage effect on the wetlands. The ditches will only be retained in upland areas and will not affect wetlands since they are only 1 ' deep. Sheet 23: Site 11 • Nikki Thomson asked how deep the 36" pipe will be buried in the stream at Site 11. The pipe is shown as buried 1'. This will be reevaluated prior 4C. It was noted that the stream is not a USGS blueline stream and was noted as an unimportant intennittent stream in the NRTR. Sheets 24: No comments. Sheets 25: It was noted that the proposed ditch is merely a realignment of an existing ditch. Sheets 26: No comments. R2404A_4Bdltgdlinutcs_0519 053.dor Memo to File May 19, 2005 Page 6 Sheet 27: Site 14 • Travis Wilson asked why the equalizer pipe is split. The pipe is split to provide relied the gore area of the Y6 interchange. Sheet 28: Site 14 • Chris Militscher stated that the equalizer pipe in quadrant C is not needed since the would be a total take in this area. The equalizer pipe will be retained to prov hydraulic relief at this area. The total take will be included in the 4C plans and permit application. • Chris Militscher stated that the wetlands internal to the interchange in quadrants C an( would be total takes due to their small size and lack of function when the roadwa3 constructed. There was general concurrence on this point. This will be included in 4C plans and permit application. • It was noted that the loop was removed from quadrant B to minimize wetland impacts. • The following points were discussed regarding quadrant A. o Chris Militscher suggested that the wetlands internal in quadrant A may not considered a total take since they are relatively large and may continue to prov water quality functions after the construction is complete. o Bill Biddlecome stated that historically these areas internal to interchanges h been considered a total take. o Clay Willis suggested that since the wetland is supplied primarily by rainfall ; groundwater, the hydrology would be maintained. o Gary Jordan asked that if this area is not a total take, that the permit should cle,- state that the wetland is not supplied by overbank flow. o Phil May stated that if the area does not need to be cleared for constructi orange fencing will be placed around it to protect the remaining wetlands bey( the mechanized clearing zone. o Jim Speer suggested that sight distance issues might require clearing within i area. o The consideration of quadrant A wetlands as a total take will be further discus in 4C once the actual impacts, including clearing, have been determined. Sheets 29-36: No comments. Sheet 37: Site 17 Bill Biddlecome asked if the wetland at Site 17 is isolated. The wetland boundary be the road is the edge of the study corridor. The wetland continues off the corridor an, not considered isolated. Sheets 38-52: No comments. R2404A_4BMtgMinutes_05 19 053.doc Memo to File May 19, 2005 Page 7 Several other issues were brought up during the meeting for consideration and further discussion in the 4C meeting. These comments are not related to the 4B concurrence but were raised due to the accelerated schedule of the design-build project in order to get feed back on the issues prior to 4C. These included: Special sediment control fence within wetlands requiring a separate designation within the mechanized clearing areas. Hand clearing methods under the bridge, and more specifically whether the trunks should be dragged out, burned, left in place or hauled off the bridge. There was much discussion about the best method for removing the tree trunks summarized as follows: o Dragging trees out would not be allowed due to the length of the bridge. o Burning will require impacts related to accessing and stockpiling of the trees as well as permitting from the NC Division of Air Quality. o Leaving them in place would potentially create drift and damming issues. o Hauling trees up to the bridge may impede construction of the bridge and could damage the structure. o This will befit rther evaluated prior to 4C and readdressed at that fneeting. Rodger Rochelle ended the meeting by asking for and receiving concurrence that the project can move on to the 4C meeting, which is scheduled for August 17, 2005. Meeting adjourned. The preceding minutes are the interpretation of the writers and are assumed to be true. Any errors should be directed to the writers as soon as practical. cc: Meeting attendees File pwm/JJJ/Jrr/jrh R2404A_4Bbfrg,4finutes_05 19 053.doe Bill Biddlecome Travis Wilson Chris Militscher Marshall Clawson Chris Rivenbark Shannon Lasater STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION e.,? STN( a Gary Jordan Nikki Thomson 1 Ron Sechler Jim Speer Stacy Baldwin David S. Chang Assistant State Hydraulics Engineer Rodger D. Rochelle -?? ?- State Alternative Delivery Systems Engineer May 4, 2005 LYNDO TIPPETT SECRETARY Bob Capehart Cathy Brittingham Lynn Mathis Sara Winslow Mary Pope Furr 212@[Roy2m MAY 3 2005 DENR - WATER QUALITY 1 TL NDS AND TOWNATER 6RI, „.{ SUBJECT: Invitation to Merger Process Team Meeting for CP413 (5/19/05) R-2404A (Bertie Co.) US 17 (Windsor Bypass) from US 13/17 to East of SR1503 Your attendance is requested at the Section 404 / NEPA Merger Process Team Meeting scheduled for Thursday, May 19, 2005, in the Transportation Building Board Room in Raleigh. Please note that this 4B meeting is being held at the time and location typically reserved for Project Development and Environmental Branch Concurrence Meetings (not the Hydraulics Interagency Review). The purpose of this meeting is to review the 30% complete hydraulic designs. Decisions will be made on hydraulic conveyances and stormwater design. Please find enclosed documents pertaining to your role as a Team Member of the subject Design- Build project. Included are: • Meeting Agenda • 4B Hydraulic Design Review Plans This office appreciates your time and effort in this important process. If you have any questions, please feel free to contact Shannon Lasater at (919) 250-4128 or sllasater@dot.state.nc.us. RDR/sll Enclosures cc(w/o) : Mr. S. D. DeWitt, PE Ms. D. M. Barbour, PE Mr. A. McMillan, PE Mr. J. V. Barbour, PE Mr. J. A. Bennett, PE Mr. E. Powell, PE Mr. A. Roper, PE Mr. G. R. Perfetti, PE Mr. D. R. Henderson, PE Ms. T. Bruton, PE Dr. G. J. Thorpe MAILING ADDRESS: LOCATION: Project Services Unit rdrochelle C7,dot.state.nc.tls 1020 Birch Ridge Drive 1591 Mail Service Center Ph: (919) 250-4128 Raleigh, 27610 Raleish.27699-1591 Fax: (919) 250-4119 MICHAEL F. EASLEY GOVERNOR MENIORANDUl11 TO: FROiv1: DATE: a.. ST M STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR AGENDA Hydraulics Meeting Thursday, May 19, 2005 Board Room, Transportation Building Raleigh, North Carolina 27610 LYNDO TIPPETT SECRETARY 9:00 a.m.- 12:00p.m. - Rodger Rochelle - NCDOT - Design Build TIP - R-2404 US 17 (Windsor Bypass) from US 13/17 to East of SR-1503 (Davis Road), Bertie County, Division 1. Team Members: Rodger Rochelle - DOT - Design-Build Shannon Lasater - DOT - Design-Build Bill Biddlecome - USACE Gary Jordan- USFWS Travis Wilson- NCWRC Nikki Thomson- NCDWQ Chris Militscher- EPA Ron Sechler- NMFS Marshall Clawson - Hydro Jim Speer - Roadway Chris Rivenbark- ONE Stacy Baldwin- DOT - PDEA Bob Capehart- Division 1 Cathy Brittingham - DCM Lynn Mathis - DCM Sara Winslow - DMF Mary Pope Furr - DOT - OHE * The purpose of this meeting is to achieve Concurrence Point 4B, Hydraulic Design Review. MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: NC DEPARTMENT OF TRANSPORTATION - FAX: 919-733-9794 TRANSPORTATION BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET 1548 Mall SERVICE CENTER WEBSITE. WWW.DOH.DOT.STATE.NC.US RALEIGH NC RALEIGH NC 27699-1548 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR LYNDo TIPPETF SECRETARY DATE: May 11, 2005 MEINIORANDum TO: Bill Biddlecome - ACOE Ron Sechler - NMFS Nikki Thomson - DWQ Sara Winslow - DMF Cathy Brittingham - DCM Gary Jordan - USFWS Lynn Mathis, PE - DCM Bob Capehart, PE - Division 1 Chris Militscher - EPA Chris Rivenbark - ONE Marshall Clawson, PE - NCDOT Stacy Baldwin, PE - PDEA Travis Wilson - NCWRC Mary Pope Furr - OHE FROM: Roy Shelton 1? '? / - %? Project DeveloV ?d ironmental nalysis Branch t n v Rodger D. Rochelle, PE -??-Q?_L State Alternative Delivery Systems Engineer SUBJECT: Revised Stream Impacts R-2404A (Bertie County) US 17 (Windsor Bypass) from US 13 / US 17 to east of SR 1503 (Davis Road) It has recently been brought to our attention that the reference to stream impacts noted in the R-2404A environmental documentation may require clarification. Specifically, the documentation delineates the stream crossings, but does not quantify the linear footage of stream impacts except at the structure locations. Those streams within the project corridor that coincide with wetland impacts were not quantified as stream impacts. Please realize that although it may appear that the stream impacts have increased based on this information, the actual physical impacts have not. In other words, there have been no changes to either the horizontal or vertical alignments to create additional impacts. The attached table compares the stream impacts noted in the ROD, the Natural Resource Teclmical Report (NRTR), as well as those estimated that coincide with wetland impacts. Also attached for your convenience are copies of the NRTR mapping that locates the particular sites noted in the table. The linear footage of stream impacts that coincide with wetland impacts, itemized in the last column of the attached table, was obtained by merging the design files with the wetland delineation files. The NCDOT Office of Natural Environment has concurred with these numbers and they will be included in the revised Record of Decision. 0 ) - /a1 1 1'yl a,1C%t -- MAILING ADDRESS: LOCATION: Project Services Unit rdrochellePdot.statemc.us 1020 Birch Ridge Drive 1591 Mail Service Centcr Phone: (919) 2504128 Raleigh, 27610 Raleigh, 27699-1591 Fax: (919) 2504119 R-2404A Revised Stream Impacts May 11, 2005 Page 2 of 2 Please note that had the stream impacts that coincide with wetland impacts been quantified in the environmental document, they would not have altered the preferred alternative. A collective comparison of the human and natural environment impacts resulted in selection of Alternate C2 as the preferred alternative. Furthermore, 1955 linear feet of the additional impacts referenced in this memorandum occur at the proposed US 17 / US 13 interchange (NRTR Sites H, I and J). Since the location of this interchange did not vary for Alternate C 1 and C2, the resulting associated stream impacts are common to both alternatives. In an effort to minimize the proposed environmental impacts, the project's Design Build contract provides monetary incentives for further reducing the stream and wetland impacts. Thus, it is anticipated that the environmental impacts could be lowered during the final design process. We felt it was important to alert you of the possibility of perceived additional impacts as quickly as possible. Please let us know if you wish to meet on the subject matter. Should you have any questions or need additional information, please do not hesitate to contact us. RDR/tmb Enclosures cc: Mr. S. D. DeWitt, PE Mr. J. V. Barbour, PE Mr. P. S. Harris, PE Mr. G. Kempf, PE - HDR Ms. D. M. Barbour, PE Dr. G. J. Thorpe Mr. D. R. Henderson, PE Mr. K. Burleson, PE - TGS Mr. A. McMillan, PE Mr. A. W. Roper, PE Ms. T. M. Bruton, PE N N m CL a m L O N 'O c 0 N ca E 7 cn V ca a. G m O L N * U ? oo E LL - ?a c?i cCo c w. m E= 1 Z I I I N co Lo f '0 Z I I f f I CD N Lo CD M U.) m LO CD ro m co co N N N fn N 14 _C E -O NU W L 0 O LL I I I ! { I 1 1 { { I _ oo 1 1 1 1 1 1 r C J N * * O LL ?- I- O (M to ?'- m "T M 0 co co Ln r 00 L M O r co 0 et 0 N CO Cl) r "It O M m cn O co E... i` 't N N ?- N It N LO N r v N c O cD Z c J m U c O E .a U CL C 3 Q > . O O Q' I - n n - o n - - IL a M M a - n. - m -. a E . . _ -0 d w Q NO N N cli N ' ¢ m m U o w LL C9 2 Y -? 2 z O IL v X, ' Z m cli m 6 N Z r- a c a? 3 L 3 a a? a? N E Q N N C . N N 0 N N -C L C m n 1= O m c a E c c c a II m C D :3 '0 r- a O O CL Q E W > n a a - 0 c ? V 'U) N lY O U C Z 2 c a a N ?= co E > _ €N z c E ' a) C 4 E co a ca N p CL II T O f9 ` C - L (9 O C O C E O C a) C) N C m `= a c O 0 c n o o a C N Co 'O O O 0.. N O Co M LL C N O O. N T U v> > C co N U E- O E o z W 9 It-I cu C J c U` N a U-* a, W E * « a .? i? ZOOZ ADW :84-00 0001=.1 :e1DOS OL01083:4.0efO-Jd 199 :A9 Pe>IO8U0 y :eun613 VVOVZ-d udll DUIIO.ID:) l4.AON '/C.-Unoo alb-ja8 •oul'900!A S SSDdAq -AOSpUIM LI Sf lv;uoulu°°.s 3 SWd :A9 umoa0 S6UISSO.I:) WDa-I+S (BUD pUDI4-GM Ubp'D-pUDj?9M/OLOI 083 -?-Z-? ,, +• ?h s? R-2404A Windsor Bypass Page 1 March 19, 2005 4B Concurrence Meeting Site 1: Sheet 7 Notes • Culvert extension limited to one side of existing road to reduce impacts. - • Stream channel and wetland impacts. • Two ponds to be drained and filled. • Existing culvert at stream bed elevation. AMI, MOVE 440, k 4k- c 2 l system branching off stream. 4 Looking downstream towards culvert. R-2404A Windsor Bypass March 19, 2005 4B Concurrence Meeting Site 2: Sheet 10 r Notes • Pipe extension in intermittent stream channel. • Minor wetland impacts. • Pulled ditch back to avoid wetland impacts. Page 2 A Wetland channel. R-2404A Windsor Bypass March 19, 2005 4B Concurrence Meeting Site 3: Sheets 12&13 Notes • Minor impacts to large wetland system above road. • Drainage ditch and wetland channel impacts below road. ,a fi Page 3 G t Large wetland system above road. _ i Kf. ? Wetland channel below road. Site 4: Sheet 13 Notes • Interchange of US-17 and US-13. • Wetland and stream impacts. • Stream channel runs through interchange - retaining stream where possible. • Two channels potentially intermittent or ditches. R-2404A Windsor Bypass March 19, 2005 4B Concurrence Meeting Site 6: Sheet 14 Notes • Existing borrow area and adjacent wetland. • Borrow area labeled as pond in original survey. • Penninsula surrounded by Cashie River bottomlands. Page 5 • Potential borrow site. 1 Borrow pit - still active at upper end. I fl ? Wetland adjacent to borrow pit. 4 Outlet from borrow pit taken after rain event the previous day. ,- F h R-2404A Windsor Bypass Page 6 March 19, 2005 4B Concurrence Meeting Sites 5 & 7: Sheets 13 & 14 Notes • Site 5 is a minor encroachment into bottomland - attempting to avoid site entirely. • Site 7 is the Cashie River and bottomland hardwood wetland system. • Site 7 is bridged completely (1700 feet). • Cored slab bridge using top-down construction - span lengths 50 feet. • Stormwater from deck drains collected and discharged in upland area. i { Nl t r t Looking upstream on Cashie River. v T fi. ? Inundated wetlands under bridge location. ?R 1,.n t Upland floodplain under bridge allows for wildlife passage. i ?1 iA ,2404A Windsor Bypass narch 19, 2005 •B Concurrence Meeting sites 8 & 9: Sheets 16, 18 & 46 totes Smaller wetland drainages. Site 8 impact along a ridge line - no cross Minor impacts to Site 9 - no stream chant ? 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