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HomeMy WebLinkAbout20231624 Ver 1_More Info Requested_20240125TRANSYSTEMS MEMORANDUM To: Julia Tillery, USACE Zachary Thomas, DWR Date: 1/25/2024 Attendees: 2400 Pershing Road, Suite 400 Kansas City, MO 64108 T 816-329-8700 F 816-329-8702 www.transystems.com From: Anna Reusche, TranSystems Subject: Regulatory Site Visit Meeting Minutes Morgan Creek Interceptor Replacement Chapel Hill, NC Name Company Email Julia Tillery USACE Julia.A.Tillery(@usace.army.mil David Bailey USACE David. E.Bailey2i@usace.army.miI Zachary Thomas NCDWR zachary.thomas(@deq.nc.gov Joseph Myers NCDWR ioseph.myersi@deq.nc.gov Michael Penny McKim and Creed mpenny(@mckimcreed.com Kinley Rojzman McKim and Creed krojzmani@mckimccreed.com LarryAlewine McKim and Creed lalewine(@mckimcreed.com Anna Reusche TranSystems areuschei@transystems.com Comments: The following summarizes findings from the regulatory field visit with the U.S. Army Corps of Engineers (USACE) and N.C. Division of Environmental Quality (NCDEQ) held at the project site on January 25, 2024, to review the wetland, stream and riparian buffer determination. 1. Morgan Creek Crossing a. USACE: i. Requested that M&C/TranSystems provide documentation indicating the proposed project will not impeded normal high water flows ii. Requested updates to temporary and permanent impacts b. General Impact Drawing Changes: i. USACE: The drawings should show the concrete pier as a temporary impact and note that the pier is being removed completely and the streambed will be restored with natural material Page 1 of 2 ii. USACE: The drawings should show the clearance from bottom of proposed pipe to bottom of stream bed iii. DEQ: The drawings should include diagrams and explanation on dewatering and sequence of events iv. DEQ: The Drawings should show the existing permanent maintained utility easement and proposed utility easement v. DEQ: The buffer impacts call -outs and tables should include "Allowable" or "Allowable w/ Mitigation" c. M&C to provide i. Justification that we will not impede the normal high-water flows and describe the betterment the project is providing for flow (removing an old aerial crossing with joints and removal of the old concrete pier, etc.) ii. Permit impact drawing updates as noted above. 2. Tributary to Morgan Creek near Station 3+50 a. USACE: i. The USACE has made a determination this is a jurisdictional intermittent stream ii. USACE identified the stone inside the stream as existing. Excavation in this area is not anticipated, but if required, needs to be restored to match existing conditions which means the stone needs to be replaced and "keyed" in place b. DWR i. Prior DEQ determination did not identify this is a jurisdictional stream and therefore the Jordan Buffer rules are not implemented. Assuming the prior determination has not expired, the prior determination will remain effective and no buffers will be added to the stream. ii. A copy of the original DEQ Stream Determination dated 10/25/2022 (DWR Proj. No. JBRRO #22-352) is included as an attachment. The State did not deem this stream buffered at that time. c. M&C i. Add reference to "Jurisdictional Stream" to plans ii. Restoration needs to be replace with native material and match existing grades and dimensions iii. If stone is required to meet Town requirements, it needs to be keyed into the bank iv. Need to include as a stream impact on the impact maps d. Action items i. M&C to make the above updates ii. TranSystems to resubmit showing the stream as an impact 3. Jordan Buffer Rules, comments from DWR a. M&C to review the Jordan Buffer Rules Table of Uses and determine which rule applies to this project and provide TranSystems for input/confirmation b. M&C to create a map showing the proposed maintained corridor does not extend beyond the existing maintained corridor into Zone 1 4. General comments: USACE indicated today's water level is at the ordinary high water level which is below the existing aerial crossing. M&C indicated the new aerial crossing is of similar invert elevation and the USACE indicated based on that information, the new crossing should also be above the normal high water level and therefore meet the requirement for not impeding flow. Based on discussions of the betterments being provided as part of the project, USACE indicated the project likely meets the NWP 58 requirements, however documentation needs to be provided for USACE's review and records. Page 2 of 2