Little Sugar Creek (NC) below 36th street
Future / Actual / Minor
OWP 2.0 WWA Modal Title
01/11/2021, 10:04 PM UTC through 01/11/2021, 10:04 PM UTC
Sender
Sent
- Upstream gauge unavailableWarning: no valid ratings curve available. Transformations to and from FEET/CFS/KCFS will not happen.No secondary data available. Transformations for Flow data and a secondary Y axis cannot be made at this time.
Traces and Thresholds Click to turn on/off display
Observed (OBS) 06/14/2025 3:45 AM EDTRecord: 15.1 ftCATEGORY STAGE 
Major Flooding 20 ft Moderate Flooding 16 ft Minor Flooding 11 ft Action 9 ft Reliability of the Forecast:
NOTE: Forecasts are not available. Only observed stages are available for this point.
National Water Model Hydrograph
Official NWS streamflow forecasts are produced by NWS hydrologic forecasters for river gauge locations using hydrologic models which are calibrated to that location. This process considers additional guidance and information, including local expertise and experience, to produce the best forecast possible. The NWM output provides supplemental guidance to NWS forecasters and should not be considered an official NWS river forecast.
Flood Impacts
- 20 - Major Flood Stage is reached.
- 16 - Moderate Flood Stage is reached.
- 11 - Minor Flood Stage is reached. Cullman Avenue and a couple of adjacent businesses may flood. At this stage, the intersection of North Tryon Street (US 29) and Atando Avenue may flood due to flooding of Derita Creek and adjacent tributary.
Gauge Info
| Coordinates | 35.2503, -80.8083 |
| RFC | SERFC |
| State | NC |
| WFO | GSP |
| County | Mecklenburg |
| Data Provider(s) | |
| USGS | 0214640410 |
Gauge Location
Recent Crests
| 1. | 11.50 ft | on 04-30-2020 |
| 2. | 12.04 ft | on 08-23-2019 |
| 3. | 9.11 ft | on 07-20-2019 |
| 4. | 10.06 ft | on 07-24-2018 |
| 5. | 8.91 ft | on 01-22-2017 |
Recent Crests
| 1. | 11.50 ft | on 04-30-2020 |
| 2. | 12.04 ft | on 08-23-2019 |
| 3. | 9.11 ft | on 07-20-2019 |
| 4. | 10.06 ft | on 07-24-2018 |
| 5. | 8.91 ft | on 01-22-2017 |
| 6. | 12.48 ft | on 09-26-2016 |
| 7. | 8.95 ft | on 12-30-2015 |
| 8. | 9.43 ft | on 09-04-2014 |
| 9. | 10.17 ft | on 06-28-2014 |
| 10. | 8.95 ft | on 06-03-2013 |
| 11. | 9.90 ft | on 08-20-2012 |
| 12. | 10.27 ft | on 09-20-2011 |
| 13. | 14.96 ft | on 08-05-2011 |
| 14. | 10.92 ft | on 08-19-2010 |
| 15. | 11.16 ft | on 06-01-2010 |
| 16. | 10.49 ft | on 08-16-2009 |
| 17. | 10.47 ft | on 06-05-2009 |
| 18. | 15.14 ft | on 09-10-2008 |
| 19. | 12.40 ft | on 08-27-2008 |
Historic Crests
| 1. | 15.14 ft | on 09-10-2008 |
| 2. | 14.96 ft | on 08-05-2011 |
| 3. | 12.48 ft | on 09-26-2016 |
| 4. | 12.40 ft | on 08-27-2008 |
| 5. | 12.04 ft | on 08-23-2019 |
Historic Crests
| 1. | 15.14 ft | on 09-10-2008 |
| 2. | 14.96 ft | on 08-05-2011 |
| 3. | 12.48 ft | on 09-26-2016 |
| 4. | 12.40 ft | on 08-27-2008 |
| 5. | 12.04 ft | on 08-23-2019 |
| 6. | 11.50 ft | on 04-30-2020 |
| 7. | 11.16 ft | on 06-01-2010 |
| 8. | 10.92 ft | on 08-19-2010 |
| 9. | 10.49 ft | on 08-16-2009 |
| 10. | 10.47 ft | on 06-05-2009 |
| 11. | 10.27 ft | on 09-20-2011 |
| 12. | 10.17 ft | on 06-28-2014 |
| 13. | 10.06 ft | on 07-24-2018 |
| 14. | 9.90 ft | on 08-20-2012 |
| 15. | 9.43 ft | on 09-04-2014 |
| 16. | 9.11 ft | on 07-20-2019 |
| 17. | 8.95 ft | on 12-30-2015 |
| 18. | 8.95 ft | on 06-03-2013 |
| 19. | 8.91 ft | on 01-22-2017 |
Vertical Datum Table
| type | NAVD88 |
|---|---|
| major Flooding | 692.52 ft |
| moderate Flooding | 688.52 ft |
| minor Flooding | 683.52 ft |
| action | 681.52 ft |
| Latest Value | 673.11 ft |
| Gauge Zero | 672.52 ft |
Gauge Photos
No Images Found
Probability Information
No Images Available
Collaborative Agencies
The National Weather Service prepares its forecasts and other services in collaboration with agencies like the US Geological Survey, US Bureau of Reclamation, US Army Corps of Engineers, Natural Resource Conservation Service, National Park Service, ALERT Users Group, Bureau of Indian Affairs, and many state and local emergency managers across the country. For details, please click here.