Skip to Main Content
DataViewer - Division of Water Resources (DWR)
Page Help
GUEST
---
Go to Home Page
Home
Permits
Permits on Public Notice
Permits on Public Notice (Map)
Moratoriums
Permit Types
Permitting Actions
Permit Appeals
Documents
Complaints
Inspections
Engineering Plans
Sewage Works
Public Water Systems
Hydrologic Determinations
Exceptional Waters
Ambient Monitoring
Ambient Monitoring Stations
Surface Waters Chemical Data
Tissue Monitoring Data
Habitat Assessments
SQSH Data
QLP Data
Oil & Gas Wells
Water Wells
Licensed Drillers
Driller Report
Notices of Intent
Certified Operators
Septic Systems
Active Pumpers and Installers
Home
DWR Complaints
Complaint Details
Complaint
Complaint Number
51344
DWR Program Area
WPC
Date Received
2/8/2019
How Received
Phone
Concerning
Sewage Bypass / Overflow
Concerning (Other)
Assigned on
2/8/2019
Record Last Updated
12-FEB-2019 03:09PM
Location based on SITE_ID
Site ID
5968
Site
Water Authority of Dickson County -Jones Creek STP
Location
1198 Rock Church Road
City
Dickson
Description
Treatment of municipal sewage
County
Dickson
EFO Name
Nashville
Site Owner
Water Authority of Dickson County
Investigation Results
Status
Issue Resolved
Date Investigated
2/7/2019
Responsible Party
Completed on
2/11/2019
Referred To
Referred on
Photos
Complaint Description and Writeup
Complaint Description and Writeup
Caller reported sewer overflow associated with Jones Creek facility.
7-FEB-19: Division Staff, JMF and VDL, conducted a Compliance Assistance Visit after being notified that Jones Creek STP had flooded due a significant storm event. During this storm an overflow occurred from a manhole just upstream of the STP's influent sampling location. The collection system operator has been in contact with the Division and will follow up with a detailed overflow report. The area will be cleaned once the ground is dry enough for facility staff to operator equipment in the area.
11-FEB-19: Summary of Flooding from WADC Nick Tatum - "The Jones Creek Wastewater Treatment Plant (TN0066958) sustained damage due to an unprecedented storm event that resulted in 7.08 inches of rain falling over a 5 hour period between 4:00 pm and 9:00 pm on February 6th. The creek overtopped its banks around 9:00 pm, and the water level inundated the lower portions of the WWTP. The damage from flooding included loss of a portion of the perimeter fencing along the creek, loss of the influent and effluent automatic samplers, flooding inside the lab/control building, and loss of three of the four interior baffle walls in the chlorine contact tank. A lightning strike also damaged the effluent flow meter."