Loading...
HomeMy WebLinkAboutNC0089630_Modification_20240312DocuSign Envelope ID: FEC24750-C37A-48D8-9555-F6BF7lB4BOE1 ROY COOPER Governor ELIZABETH S. BISER Secretary RICHARD E. ROGERS, JR. Director NORTH CAROLINA Environmental Quality March 12, 2024 Ms. Nicole Bartlett P.E., Senior Project Manager Charlotte Water 5100 Brookshire Blvd. Charlotte, NC 28216 Subject: Review of Catawba River DO Modeling Report Stowe Regional WRRF NPDES Permit No. NCO089630 Mecklenburg County Catawba River Basin Dear Ms. Bartlett: The Division of Water Resources (DWR) Modeling and Assessment Branch reviewed the modeling files and report submitted on December 8, 2023 by HDR, Inc on behalf of Charlotte Water. The purpose of this modeling project was to evaluate the impact of changing the dissolved oxygen (DO) limit for Phase 11 of Stowe Regional WWRF change from 7 mg/L to 6 mg/L. Although the original modeling plan was to use a steady-state model QUAL2K, flow releases from the Mountain Island Dam approximately 4 miles upstream of the discharge location were observed to be causing large diel fluctuations in streamflow. To account for the hydrology of study area, the reported assessment was made using a dynamic version of the model QUAL2KW. The submitted calibration and scenario runs were reproduced and it was verified that they were consistent with the modeling report. Model inputs for the scenario runs were examined to verify that the only inputs that were changed were permitted DO concentration limits of the Stowe Regional WRRF from 7 mg/L to 6 mg/L. Simulated stream DO was decreased to a varying degree as the result of changing the DO limit, and the maximum DO decrease was 0.11 mg/L as reported. All simulated hourly stream DO values were greater than 4 mg/L with daily averages above 5 mg/L. The impact of DO limit change was mostly limited to the immediate discharge location (reach 8). These findings appear reasonable and in support of the proposed effluent DO limit change. As a cautionary note, the submitted QUAL2KW model has several shortcomings and limitations that prevent its application beyond this study's goal (testing the impact of effluent DO change for the Stowe WRRF): • The river sampling data collected for this study indicate that vertical temperature and DO stratification may start developing near downstream of the proposed Stowe WRRF outfall location during the summer periods, likely due to the backwater effects from Lake Wylie. The observed stratification became more pronounced in the downstream portions of the modeling domain. The QUAL2KW is a one-dimensional model and limited in its ability to represent vertically stratified waters. 0 Surface water samples collected during the summer periods in the downstream areas show signs of DO supersaturation, suggesting elevated algal activities, large diel DO swings and significant sediment oxygen demand. Currently only factors affecting dissolved oxygen in the model are North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORTH CARCLINA 919.707.9000 DocuSign Envelope ID: FEC24750-C37A-48D8-9555-F6BF7lB4BOE1 biological oxygen demand (BOD) degradation, nitrification and reaeration without algal processes and sediment oxygen demand. Although hourly values of temperature and water quality variables are specified for the headwater, meteorological inputs (e.g., atmospheric temperature) have no diel variation. As a result, diel variation in simulated DO diminishes as the water moves downstream, and the model does not appear to be doing well in reproducing the observed pattern of DO in the downstream portion of the modeled domain. Despite these shortcomings, the submitted model appears appropriate for assessing the impact of DO limit change for the Stowe WRRF, considering that the impact is mostly limited to the immediate discharge location in the relatively upstream area. The modeling results appear to support the proposed change in the Stowe WRRF effluent DO limit from 7 mg/L to 6 mg/L at the discharge flow of 25 MGD. The modeling results should be interpreted with care, considering the limitations outlined earlier. It is essential not to extend their use beyond evaluating the impact of effluent dissolved oxygen (DO) changes for the Stowe WRRF. To proceed with the NPDES permitting process, Charlotte Water can choose to either submit a modification request package and corresponding fee at this time to the Municipal Permitting Branch OR include the modification request in the permit renewal package and avoid a second fee. Please let us know if you have any questions regarding these comments and recommendations and we will schedule a meeting to discuss. Respectfully, AD,oc'ulSigne'd byy:� A .' I A �'Ull � •W�WW C464531431644FE... Michael Montebello NPDES Program Branch Chief ec: NPDES Files [Laserfiche] Charlotte Water / Nicole Bartlett [nicole.bartlett@charlottenc.gov] HDR Inc. / Barry Shearin [Barry.Shearin@hdrinc.com] DWR / Pam Behm [pamela.behm@deq.nc.gov]; Kristin Litzenberger [Kristin.litzenberger@deq.nc.gov]; Nick Coco [nick.coco@deq.nc.gov]; Bongghi Hong [bongghi.hong@deq.nc.gov]; Adugna Kebede [adugna.kebede@deq.nc.gov]; Derek Denard [derek.denard@deq.nc.gov] Mooresville Regional Office / Andrew Pitner [andrew.pitner@ deq.nc.gov] REQ5 North Carolina Department ofEnvironmental Quality I Division ofWater Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1611 NORTH CAROLINA 919.707.9000 naparMeM of EmironmanW 9uallly